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1 Punjab Cities Governance Improvement Project Energy Audit & Energy Efficiency Improvement Program for WASAs in Punjab REPORT Mughal Pura Subdivision, Lahore September 2015 NEC Consultants (Pvt.) Ltd.

Energy Audit & Energy Efficiency Improvement Program …pcgip.urbanunit.gov.pk/docs/energy/Final Report Mughal Pura.pdf · 1 Punjab Cities Governance Improvement Project Energy Audit

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Punjab Cities Governance Improvement Project

Energy Audit & Energy Efficiency Improvement Program for WASAs in Punjab

REPORT Mughal Pura Subdivision, Lahore

September 2015

NEC Consultants (Pvt.) Ltd.

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Energy Audit & Energy Efficiency Improvement Program for WASAs in Punjab

September 2015 NEC Consultants Pvt. Ltd Perfect SITE, 22 KM Ferozepur Road, Near Gujju Matta Metro Bus Station, Lahore +92-42-35273741-46, www.nec.com.pk [email protected] This study was assigned by The Urban Unit, Punjab

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DISCLAIMER No part of this document may be reproduced or transmitted in any form or by any means, electronic or mechanical, including photocopying, recording or information storage and retrieval system, without prior written permission of the USPMSU. A publication of the Urban Sector Planning and Management Services Unit (Private) Limited, the opinion expressed in the document are solely those of the authors and publishing them does not in any way constitute an endorsement of the opinion by the USPMSU.

ACKNOWLEDGEMENTS This report has been prepared by The Urban Unit (Urban Sector Policy & Management Unit), P&D Department, Government of Punjab. The Urban Unit, under the Punjab Cities Governance Improvement Project (PCGIP)-DLI-4 is supporting WASA Lahore for implementing Energy Audit Management Opportunities. Energy management opportunities have been extracted from the energy audits of WASA pumps. The Team Dr. Nasir Javed Engr. Abid Hussainy Engr. Ali Raza Shafqat Ullah Muhammad Rizwan Kashif Shaukat Adnan Khan Editing & Layout By: Ms. Madiha Qamar Printed in Pakistan Copyright: Urban Sector Planning and Management Services Unit (Private) Limited.

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CONTENTS Contents 4 List of Annexure 4 List of Figures 4 List of Tables 4 List of Acronyms and Abbreviations 5 Glossary 5 1.0 Introduction 7

1.1 Background 7 1.2 Methodology 7 1.3 Scope 8

2.0 Energy Audit Findings 9 2.1 Pumping system efficiency 10 2.2 Electricity consumption trend 12 2.3 Pumping system efficiency improvement potential 13 2.4 Interventions for the improvement of WASA stations 15

LIST OF ANNEXURE

I Energy Audit Reports 2 Selected Pictures

LIST OF FIGURES

I Pumping system efficiency category 12 2 Unit electricity consumption trend 13

LIST OF TABLES

1 Detail of WASAs pumps 8 2 Detail of Mughal Pura subdivision 9 3 Typical overall pumping system efficiency classification 10 4 Detail of motor loading and pumping system efficiency 11 5 Detail of water discharge and electricity consumption 12 6 System energy efficiency potential of pumps 14

7A Interventions & investment required in WASA stations-Mughal Pura Subdivision 16

7B Interventions & investment required in WASA stations- Mughal Pura Subdivision 18

7C Interventions & investment required in WASA stations- Mughal Pura Subdivision 20

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LIST OF ACRONYMS AND ABBREVIATIONS Bhp Brake Horsepower Cusec Cubic Feet per Second Ehp Electrical Horsepower Gpm Gallon Per Minute Hp Horsepower kVA Kilo Volt Ampere kW Kilo Watt kWh Kilo Watt Hour LESCO Lahore Electric Supply Company m/s Meter Per Second m3/hr Cubic Meter Per Hour MCB Fuses or Miniature Circuit Breaker Mm Millimeter MS Mild Steel Psig Pound Per Square Inch (Gauge) RPM Revolution Per Minute TDH Total Dynamic Head VFD Variable Frequency Drive WASA Water and Sanitation Agency Whp Water Horsepower

GLOSSARY

Discharge Pressure

The pressure obtained at center line of pump discharge pipe using a calibrated gauge (psig). Discharge pressure is converted to feet and expressed as “Discharge Head”.

Brake Horsepower

The output horsepower of a motor to a pump; may also be used to refer to the required input horsepower to the pump itself.

Deep Well Turbine Pump

A turbine pump installed inside a well casing below the pumping water level in the well.

Discharge Head Head measured above center line of pump discharge pipe.

Drawdown The measured distance that a well’s water level changes from standing/static level to operating pumping level during observed test conditions.

Dynamic Head The sum of the pressure and the pumping head developed by a pump

Friction Head The head required to overcome the fluid friction in a pipe or water system

Friction Losses

Energy losses associated with moving water against rough surfaces. In water pumping applications, it is the water pressure lost as a result of contact between moving water and a pipeline or open channel.

GPM per Foot Drawdown

The ratio of capacity (GPM) to drawdown feet is useful in determining the well’s performance.

Head Alternate term for pressure. One pound per square inch (psi) = 2.31 feet of water head

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Overall Plant or Pumping System Efficiency

The ratio of the water horsepower (the overall output of the plant) to input horsepower (the power input). The overall output can also be defined as the amount of horsepower required to deliver the measured capacity (water gallons per minute) and the measured total head.

Pumping Water Level

The well’s operating water level below center line of discharge pipe as observed during test condition

Static Water Level The well’s water level obtained when pumping plant is at rest.

Suction Head Head measured above center line of pump suction intake. Most often obtained with calibrated bourdon tube pressure gauge (suction pressure) and converted to feet by conversion factor 2.31 ft. water/psi

Suction Lift The distance between pump discharge head and water level.

Total Head

The sum of the water head above and below the center line of the pump discharge pipe. For well applications, the Total Head is the sum of the Discharge Head and the Pumping Water Level. Total head is used in determination of water horsepower and pump performance.

Water Horsepower

The output horsepower of a water pump. It is the combination of flow rate and pressure.

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1.0 Introduction 1.1 Background Energy Audit & Energy Efficiency Improvement gram Government of the Punjab, Pakistan with financial assistance from the World Bank, is implementing “Punjab Cities Governance Improvement Project (PCGIP)” for strengthening systems for improved planning, resource management, and accountability in five large cities of Punjab i.e. Lahore, Faisalabad, Multan, Gujranwala and Rawalpindi. The project utilizes a result-based approach and, consistent with this focus, the disbursement decisions to the city and its entities are based on achievement of pre-specified results, referred to as Disbursement linked Indicators (DLIs) which reflect priority elements in furthering the Government’s urban agenda, critical at the provincial level, within the existing legislative, regulative and policy framework of the Government. DLIs includes intermediate outcomes, incremental steps and results contributing to improved efficiency, effectiveness, accountability and service delivery during and beyond the project life by building capacities , system and processes . Disbursement Linked Indicator 4 (DLI -4) aims for improvements in own source revenue collection system that encourages the City Local Government (CDGs), Development Authorities (DAs) and Service providers (WASAs) to bring improved systems for revenue enhancement. This DLI is linked with the initiative of WASAs to carry out the Energy Audit for resources conservation and efficiency to improved service delivery, accountability and own source revenue. One of the proposed actions & initiatives to enhance revenue was to conduct energy audit of WASAs to reduce the power cost by various systematic analysis of the energy use and finding out the energy management opportunities. WASAs each year incur significant cost. It was Rs. 4,697 million in 2014 year for energy/Electricity bills, with an installed capacity of approximately 131 MW for 5,663 Million Gallons per Day (water management), which can be reduced through detailed energy audit and implementing its findings. In the context of existing scenario energy audit of WASAs is a technical and efficient way to obtain energy analysis and savings through improvements that optimize pumping systems of tube well stations and disposal stations to operate efficiently with significant cost saving. The Urban Planning and Management Services Unit, Pvt. Ltd. has assigned NEC Consultants Pvt. Ltd to conduct energy audits of WASAs in Punjab in five major cities of Lahore, Rawalpindi, Faisalabad, Multan and Gujranwala. This is the energy audit report of Mughal Pura Subdivision of Lahore city. 1.2 Methodology The primary and secondary sources were used to collect data for different WASAs and pumps installed there. The Urban Unit provided information and contact detail of all the WASAs. An energy audit report template was developed to collect field data from each WASA subdivision. Prior to start the on field measurements of each subdivision, meetings were conducted with the respective WASA management and briefed them about the activity. The technical team then collected data by on field measurements of each pump and recorded in their energy audit report template. On the basis of this energy audit report template, The Urban Unit also developed Android based software to record data of each pump online. This data was also recorded on line in this Android based application. On the basis of field measurements, efficiency of the pumping system was calculated and

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energy efficiency opportunities were identified. 1.3 Scope The scope of the this assignment is to conduct energy audits of about 1,600 fresh water supply and wastewater disposal pumps installed at different WASA stations in five major cities of Lahore, Rawalpindi, Multan, Faisalabad and Gujranwala. The detail of these pumps is given in Table-1.

Table-1: Detail of WASAs Pumps

WASA Population

Served (Million)

Total Water Connections

Total Sewerage

Connections

Total Supply

Stations

Total Disposal Stations

Total No. of Pump

Sets WASA Lahore 5.48 587,595 583,532 491 99 776

WASA Gujranwala 0.54 29,375 97,236 66 23 112

WASA Faisalabad 1.55 110,452 217,002 87 43 222

WASA Multan 1.2 43,996 175,615 102 21 161

WASA Rawalpindi 1.17 92,468 38,437 362 - 362

Total 9.94 863,886 1,111,822 1,108 186 1,633 The efficiency of each pumping system was evaluated and energy efficiency improvement opportunities were identified for those pumping systems whose efficiencies were not at required level. The detail of reports prepared is as under:

- The energy audit report of each pump was prepared. - On the basis of each pump report, summary report of findings of each WASA

subdivision was prepared. - On the basis of each subdivision summary report, one consolidated report of each city

for energy efficiency improvement opportunities of the WASAs was prepared.

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2.0 Energy Audit Findings There are 25 WASA water supply stations and 10 wastewater disposal pumps in Mughal Pura Subdivision. The detail of these stations along with pumps installed capacity and actual discharge is given in Table-2:

Table-2: Detail of Mughal Pura Subdivision

# WASA Station

No. of Water Supply Pumps

Installed

Installed Capacity (Cusec)

Actual Discharge (Cusec)

1 Dars Barey Main 01 4.0 4.18 2 Sahar Road 01 2.0 1.76 3 Baghichi Saithan Wali 01 4.0 4.53 4 Jamilabad 01 2.0 1.64 5 Millap Street 01 4.0 2.06 6 Achant Garh 01 2.0 1.29 7 Jahangir Road 01 2.0 1.27 8 Sahuwari Takkia 01 2.0 1.27 9 Sunny View Park 01 2.0 1.73 10 Sansi Quarter 01 4.0 2.35 11 Azeem Ground 01 2.0 2.53 12 Lal School 01 2.0 1.81 13 Faisal Children Park 01 2.0 1.32 14 Qadir Buksh Park 01 2.0 2.55 15 Kotlipir Abdul Rehman 01 4.0 1.47 16 Shah Kamal Road 01 4.0 1.47 17 Baba Bari Pir 01 2.0 0.39 18 Masjid Taj Din 01 2.0 0.98 19 Baja Line 01 2.0 1.53 20 Fayyaz Park 01 4.0 1.96 21 Mushtaq Colony 01 2.0 1.57 22 Gosha-e-Angoori 01 4.0 2.94 23 Angoori Bagh Scheme No.2 01 2.0 1.18 24 B.T.H Drain(Muslim Colony) 01 4.0 4.02 25 Para Shoot Colony 01 2.0 2.38 Total 25 68.0 50.18 Wastewater Disposal Pumps

26 Achant Garh No.I Pump-03 01 2.0 1.76 27 Achant Garh No.I Pump-04 01 4.0 3.09 28 Achant Garh No.II Pump-01 01 2.0 1.81 29 Achant Garh No.II Pump-02 01 2.0 1.76 30 Baja Line Pump-02 01 2.0 0.98 31 Fayyaz Park Pump-01 01 4.0 2.25 32 Lal Pull Pump-01 01 2.0 1.47 33 Lal Pull Pump-02 01 4.0 3.04 34 Lal Pull Pump-05 01 2.0 1.55 35 Lal Pull Pump-06 01 4.0 2.92 Total 10 28.0 20.63

The installed capacity of WASA tube wells of Mughal Pura Subdivision is 40.50 million m3 per

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annum whereas actual discharge is 29.89 million m3 per annum, for average 16 hours per day operation and 365 days per year. This actual discharge is about 26% lesser than the installed capacity. The installed capacity of WASA disposal pumps of Mughal Pura Subdivision is 12.50 million m3 per annum whereas actual discharge is 9.21 million m3 per annum, for average 12 hours per day operation and 365 days per year. This actual discharge is about 26% lesser than the installed capacity. 2.1 Pumping System Efficiency Pumping plant performance can be classified as “Low”, “Fair”, “Good”, or “Excellent” by referring to the following table, which is based upon the results of thousands of pump tests conducted by Pacific Gas & Electric Company, USA. This classification is used to categorize WASA pumps.

Table-3: Typical Overall Pumping System Efficiency Classification

Motor HP Low Fair Good Excellent 3-7.5 <44.0 44-49.9 50-54.9 >54.9

10 <46.0 46-52.9 53-57.9 >57.9 15 <47.1 48-53.9 54-59.9 >59.9

20-25 <48.0 50-56.9 57-60.9 >60.9 30-50 <52.1 52.1-58.9 59-61.9 >61.9 60-75 <56.0 56-60.9 61-65.9 >65.9 100 <57.3 57.3-62.9 63-66.9 >66.9 150 <58.1 58.1-63.4 63.5-68.9 >68.9 200 <59.1 59.1-63.8 63.9-69.4 >69.4 250 <59.1 59.1-63.8 63.9-69.4 >69.4 300 <60 60-64.0 64.1-69.9 >69.9

Source: Pacific Gas & Electric Company, USA The detail of pumping system efficiency and motor loading of each WASA station is given in Table-4. The calculations for the efficiency determination are given in the energy audit report of each pump in Annexure-1.

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Table-4: Detail of Motor Loading and Pumping System Efficiency

WASA Station Motor Load (%)

Pumping System Efficiency (%)

Pumping System Efficiency Rating

Baghichi Saithan Wali 89 75 EXCELLENT Qadir Buksh Park 78 77 EXCELLENT Dars Barey Main 95.5 60 FAIR Azeem Ground 105 60 FAIR Faisal Children Park 66 59 FAIR B.T.H Drain(Muslim Colony) 94 58 FAIR Para Shoot Colony 104 60 FAIR Sahar Road 75 55 LOW Jamilabad 79 51 LOW Millap Street 53 49 LOW Achant Garh 62 51 LOW Jahangir Road 42 38 LOW Sahuwari Takkia 57 50 LOW Sunny View Park 88 43 LOW Sansi Quarter 64 48 LOW Lal School 76 56 LOW Kotlipir Abdul Rehman 79 22 LOW Shah Kamal Road 69 26 LOW Baba Bari Pir 71 24 LOW Masjid Taj Din 55 42 LOW Baja Line 64 55 LOW Fayyaz Park 59 40 LOW Mushtaq Colony 63 53 LOW Gosha-e-Angoori 69 56 LOW Angoori Bagh Scheme No.2 67 39 LOW Disposal Pumps Achant Garh No.I Pump-04 47 72 EXCELLENT Achant Garh No.II Pump-02 58 55 FAIR Lal Pull Pump-06 88 49 LOW Lal Pull Pump-05 94 57 LOW Achant Garh No.I Pump-03 78 45 LOW Achant Garh No.II Pump-01 82 45 LOW Baja Line Pump-02 60 22 LOW Fayyaz Park Pump-01 68 33 LOW Lal Pull Pump-01 88 46 LOW Lal Pull Pump-02 91 50 LOW About 8% of the tube wells are under excellent category of pumping system efficiency whereas 92% are under fair and low category as illustrated in Fig-1.

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Figure-1: Pumping System Efficiency Category

About 10% of the operational disposal pumps are under excellent category whereas 90% are under fair and low category of pumping system efficiency. 2.2 Electricity Consumption Trend The detail of annual water discharge and correspondingly electricity consumption and unit electricity consumption of each WASA station is given in Table-5.

Table-5: Detail of Water Discharge and Electricity Consumption

# WASA Station Annual Water

Discharge (m3)

Annual Electricity Consumption

(kWh)

Unit Electricity Consumption

(kWh/m3) 1 Dars Barey Main 2,332,350 577,957 0.25 2 Sahar Road 985,500 247,696 0.25 3 Baghichi Saithan Wali 2,529,450 540,528 0.21 4 Jamilabad 914,325 262,007 0.29 5 Millap Street 1,073,100 298,483 0.28 6 Achant Garh 722,700 204,212 0.28 7 Jahangir Road 949,000 338,334 0.36 8 Sahuwari Takkia 711,750 187,699 0.26 9 Sunny View Park 963,600 288,979 0.30

10 Sansi Quarter 1,314,000 385,305 0.29 11 Azeem Ground 1,412,550 345,674 0.25 12 Lal School 1,012,875 250,999 0.25 13 Faisal Children Park 739,125 217,973 0.30 14 Qadir Buksh Park 1,423,500 256,503 0.18 15 Kotlipir Abdul Rehman 821,250 479,429 0.58 16 Shah Kamal Road 821,250 415,028 0.51 17 Baba Bari Pir 219,000 116,692 0.53 18 Masjid Taj Din 547,500 179,992 0.33 19 Baja Line 854,100 210,817 0.25 20 Fayyaz Park 1,095,000 359,985 0.33 21 Mushtaq Colony 876,000 209,166 0.24

Excellent 8%

Good 0%

Fair 20%

Low 72%

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22 Gosha-e-Angoori 1,642,500 419,982 0.26 23 Angoori Bagh Scheme No.2 657,000 220,174 0.34 24 B.T.H Drain(Muslim Colony) 2,244,750 568,050 0.25 25 Para Shoot Colony 1,330,425 344,022 0.26 Total 28,192,600 7,925,686 0.28 Disposal Pumps

26 Achant Garh No.I Pump-03 788,400 51,521 0.06 27 Achant Garh No.I Pump-04 1,379,700 61,208 0.04 28 Achant Garh No.II Pump-01 810,300 53,723 0.07 29 Achant Garh No.II Pump-02 788,400 38,310 0.05 30 Baja Line Pump-02 547,500 49,539 0.09 31 Fayyaz Park Pump-01 1,259,250 111,188 0.09 32 Lal Pull Pump-01 657,000 58,126 0.09 33 Lal Pull Pump-02 1,357,800 119,334 0.09 34 Lal Pull Pump-05 692,040 61,649 0.09 35 Lal Pull Pump-06 1,303,488 115,371 0.09 Total 9,583,878 719,969 0.07 Total annual energy cost of Mughal Pura subdivision is about Rs. 112 million. The unit electricity consumption trend for each WASA station is illustrated in Fig-2. From figure, it is clear that 0.20 kWh/m3 is considered to be optimum figure for water supply pumps. This figure is based on NEC experience of conducting water turbine audits of different industries. WASA audits also reflect the similar figure.

Figure-2: Unit Electricity Consumption Trend

About 96% of the tube wells consume electricity more than the 0.20 kWh/m3. In case if all the 25 tube wells consume optimum electricity, then annually Rs. 30 million (29%) can be saved. 2.3 Pumping System Efficiency Improvement Potential The 06 tube wells and 06 disposal pumps having system efficiency in the category of FAIR to LOW, as given in Table-4, have the potential of efficiency improvement into the GOOD category. Table-6 gives detail of this efficiency improvement potential.

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

kWh/m3

Optimum

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Table-6: System Energy Efficiency Potential of Tube Wells

WASA Station Existing Pumping Efficiency

(%)

Improved Pumping Efficiency

(%)

Annual

(kWh)

Saving

(Rs)

Impeller

Adjustment /Repair &

Maintenance

Intervention

Motor Replace

Pump Replace

Dars Barey Main

60 65 46,781 608,148 ×

Sahar Road 55 62 28,045 364,589 × Jamilabad 51 62 45,061 585,793 × Millap Street 49 65 74,314 966,078 × Achant Garh 51 62 36,902 479,729 × Jahangir Road 38 62 130,556 1,697,232 × Sahuwari Takkia

50 62 36,288 471,740 ×

Sunny View Park

43 62 86,532 1,124,914 ×

Sansi Quarter 48 65 101,343 1,317,436 × Azeem Ground 60 62 9,927 129,053 × Lal School 56 62 24,779 322,128 × Faisal Children Park

59 62 9,967 129,567 ×

Kotlipir Abdul Rehman

22 65 314,431 4,087,601 ×

Shah Kamal Road

26 65 250,030 3,250,389 ×

Baba Bari Pir 24 62 70,971 922,621 × × Masjid Taj Din 42 62 57,687 749,932 × Baja Line 55 62 22,199 288,584 × Fayyaz Park 40 65 138,158 1,796,052 × Mushtaq Colony

53 62 31,760 412,881 ×

Gosha-e-Angoori

56 65 60,003 780,033 ×

Angoori Bagh Scheme No.2

39 62 80,831 1,050,797 ×

B.T.H Drain(Muslim Colony)

58 65 59,630 775,185 ×

Para Shoot Colony

60 62 9,633 125,231 ×

Achant Garh No.I Pump-03

45 57 11,053 143,695 ×

Achant Garh No.II Pump-01

45 57 10,864 141,238 ×

Achant Garh No.II Pump-02

55 57 1,433 18,630 ×

Baja Line Pump-02

22 57 31,626 411,142 ×

Fayyaz Park Pump-01

33 59 49,308 641,007 ×

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Lal Pull Pump-01

46 57 11,281 146,648 ×

Lal Pull Pump-02

50 59 17,733 230,523 ×

Lal Pull Pump-05

47 57 10,795 140,337 ×

Lal Pull Pump-06

49 59 20,410 265,331 ×

Total 1,890,331 24,574,264 2.4 Interventions for the Improvement of WASA Stations Energy audit activity of Mughal Pura subdivision revealed that there are certain areas of electrical, mechanical and housekeeping which needs improvement. Table-7 presents detail of interventions and investment requirement in each WASA station for better, efficient and safe operation of WASA station. About Rs. 27.83 million are required to improve WASA stations of Mughal Pura subdivision, Lahore.

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Table-7A: Interventions & Investment Required in WASA Stations- Mughalpura Subdivision

Intervention WASA Stations Dars

Barey Sahar Road

Baghi. Jamil Abad

Millap Street

Achant Jahangir Sahu. Sunny Sansi Azeem Lal School

Faisal Qadir Kotli P

Electrical Install VFD × × × × × × × × × × × × × × × Install hour meter × × × × × × × × × × × × × × × Replace ampere meter × × × × × × × × Replace volt meter × × × × × × × Replace over current relays Replace over voltage relay Install/maintain PFI plant × × × × × × × × Install/connect capacitors at PFI plant

× ×

Install PFI control/relay Install/replace motor terminal box /Improve open and loose motor connection

×

Improve panel condition × × × × × × Improve wiring condition × × × × × × Replace de-rated capacitors × Relocate panel away from bore hole × × × Replace electrical motor Install fan in the panel × × × Replace PFI HRC fuses × Replace PFI display meter Correct date & time of electrical meter

×

Replace/correct electrical meter Replace change over Replace main circuit breaker Mechanical Replace damaged/install new flow meter

× × × × × × × × × × × × × × ×

Replace damaged/install new digital × × × × × × × × × × × × × × ×

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Intervention WASA Stations Dars

Barey Sahar Road

Baghi. Jamil Abad

Millap Street

Achant Jahangir Sahu. Sunny Sansi Azeem Lal School

Faisal Qadir Kotli P

pressure gauge Control gland leakage × × × × × × × × × × × × Make operational/install new chlorinator

× × × × × × × × × × ×

Maintain ratchet plate × × × × × × Adjust impeller × × × × × × × × × × × Repair & maintenance of pump × × Replace existing pumping system × Maintain/install new non return valve

× × × × × ×

Housekeeping Improve general housekeeping Install shades on motor & pump Rain protection of motor & pump Fix panel properly Proper support of discharge pipeline Maintain monthly record of fuel consumption

Station Wise Investment (M. Rs)

0.75 0.50 0.74 0.53 0.91 0.52 0.55 0.52 0.53 0.91 0.48 0.44 0.48 0.44 3.8

Annual Saving (M. Rs) 0.60 0.36 0.58 0.96 0.48 1.6 0.47 1.1 1.3 0.13 0.32 0.13 4.0 Payback (Year) 1.25 1.38 0.91 0.94 1.08 0.34 1.10 0.48 0.7 3.69 1.37 3.69 0.95

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Table-7B: Interventions & Investment Required in WASA Stations- Mughal Pura Subdivision Intervention WASA Stations

Shah Kamal

Baba Bari

Masjid T.D

Baja Line

Fayyaz Mushtaq .Angoori Gosha BTH Drain

Para Shoot

Achant Disp-

01

Achant Disp-

02

Achant Disp-

03

Achant Disp-

04 Electrical Install VFD × × × × × × × × × × Install hour meter × × × × × × × × × × × × × × Replace ampere meter × × × × × × × × × Replace volt meter × × × × × Replace over current relays Replace over voltage relay Install/maintain PFI plant × × × × × × × × × × Install/connect capacitors at PFI plant

Install PFI control/relay Install/replace motor terminal box /Improve open and loose motor connection

×

Improve panel condition × × × Improve wiring condition × × × Replace de-rated capacitors Relocate panel away from bore hole × × × × × Replace electrical motor Install fan in the panel Replace PFI HRC fuses Replace PFI display meter Correct date & time of electrical meter

Replace/correct electrical meter × Replace change over Replace main circuit breaker Mechanical Replace damaged/install new flow meter

× × × × × × × × × × × × × ×

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Intervention WASA Stations

Shah Kamal

Baba Bari

Masjid T.D

Baja Line

Fayyaz Mushtaq .Angoori Gosha BTH Drain

Para Shoot

Achant Disp-

01

Achant Disp-

02

Achant Disp-

03

Achant Disp-

04 Replace damaged/install new digital pressure gauge

× × × × × × × × × × × × × ×

Control gland leakage × × × × × × × × × × Make operational/install new chlorinator

× × × × × × × × ×

Maintain ratchet plate × × × × × × Adjust impeller × × × × × × × × × × × Repair & maintenance of pump × × × × × Replace existing pumping system × × Maintain/install new non return valve

× ×

Housekeeping Improve general housekeeping Install shades on motor & pump Rain protection of motor & pump Fix panel properly Proper support of discharge pipeline Maintain monthly record of fuel consumption

Station Wise Investment (M. Rs)

3.8 3.3 0.49 0.46 0.89 0.43 0.55 0.78 0.76 0.50 0.22 0.08 0.19 0.08

Annual Saving (M. Rs) 3.2 0.92 0.75 0.29 1.8 0.41 1.05 0.78 0.77 0.13 0.14 0.02 0.14 Payback (Year) 1.1 3.5 0.65 1.58 0.49 1.04 0.52 1.0 0.98 3.84 1.57 4.0 1.35

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Table-7C: Interventions & Investment Required in WASA Stations- Mughal Pura Subdivision Intervention WASA Stations Lal.Pull

Disp-01 Lal.Pull Disp-02

Lal.Pull Disp-05

Lal.Pull Disp-06

Fayyaz Dispo-

01

Baja Line

Disp-02

Electrical Install VFD Install hour meter × × × × × × Replace ampere meter × × × × × × Replace volt meter × × × × × × Replace over current relays Replace over voltage relay Install/maintain PFI plant × × × × × × Install/connect capacitors at PFI plant

Install PFI control/relay Install/replace motor terminal box /Improve open and loose motor connection

Improve panel condition × Improve wiring condition Replace de-rated capacitors Relocate panel away from bore hole Replace electrical motor Install fan in the panel Replace PFI HRC fuses Replace PFI display meter Correct date & time of electrical meter

Replace/correct electrical meter Replace change over Replace main circuit breaker Mechanical Replace damaged/install new flow meter

× × × × × ×

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Intervention WASA Stations Lal.Pull

Disp-01 Lal.Pull Disp-02

Lal.Pull Disp-05

Lal.Pull Disp-06

Fayyaz Dispo-

01

Baja Line

Disp-02

Replace damaged/install new digital pressure gauge

× × × × × ×

Control gland leakage Make operational/install new chlorinator

Maintain ratchet plate Adjust impeller × × × × × Repair & maintenance of pump × × × × Replace existing pumping system × Maintain/install new non return valve

Housekeeping Improve general housekeeping Install shades on motor & pump Rain protection of motor & pump Fix panel properly Proper support of discharge pipeline Maintain monthly record of fuel consumption

Station Wise Investment (M. Rs)

0.29 0.08 0.19 0.19 0.25 2.2

Annual Saving (M. Rs) 0.15 0.23 0.14 0.27 0.64 0.41 Payback (Year) 1.93 0.34 1.35 0.70 0.39 5.36 Total Investment of Subdivision (M.Rs) = 27.83

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ANNEXURE-1

Energy Audit Reports

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Dars Barey Mian

ii) Name of Subdivision MUGHALPURA , Lahore

iii) Operator Name & Contact M Shehbaz

iv) Total Number of Pumps Installed 1

v) Total Number of Pumps in Operation 1

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty 1

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty

vi) Operational Scheme of Pumps Qty

Independent 1

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 15 hrs/day

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

xiii) Availability of Chlorinator

Yes No

2 Pump Basic Information (Pump Ref # CITY_FWPS/WWDS_Pump #)

i) Type of Pump Deep Well

Submersible

Overhung

Between Bearing

ii) Mounting / Erection

Horizontal Vertical

Foundation

iii) Concrete Bolted Bolted

iv) Lubrication Type

Oil Water

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi 4

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Ground Water Aquafier Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Fresh Water Supply Network

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand FlowPak Country Pakistan

ii) Model 14 FMC/4ST Serial 11--1927

iii) Certification Mark

iv) Year of Manufacture 2014

v) Flowrate (Q) 4 Cusec 408 m3/hr

vi) Head (H) 210 ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP 150 BHP

ix) Speed (n) 1,450 RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) (Not Valid incase of Tubewells)

ii) Enter Length of Suction Pipe (ft) (Not Valid incase of Tubewells)

iii) Enter Fittings on Suction Pipe (Not Valid incase of Tubewells)

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Foot Valve 1

Bends

Strainer 1

iv) Storage Capacity of Suction Source (Aquafier)

v) Working Volume of Source

vi) Suction Lift (from Datum Line)

viii) Availbility of Pressure Gauge Yes No

ix) Suction Pressure (Not Valid incase of Tubewells)

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe 10 inch

ii) Length of Discharge Pipe (Not known as directly connected to network underground)

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Control 1 Check 1

Bends Elbow 1

Strainer

iv) Storage Capacity of Discharge Destination (Not known as directly connected to network underground))

v) Working Volume of Discharge Destination (Not known as directly connected to network underground))

vi) Discharge Elevation (from Datum Line) (In case of no gauge)

vii) Availbility of Pressure Gauge Yes No (Installed by Team)

viii) Discharge Pressure 10 psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 150 hp 112.5 kW

iii) Voltage Range (Volts) 380 Volts

iv) Current (Ampere) 214

v) Power Factor (Cos ɸ) 0.85

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed 1,488 RPM

vii) Reference Frequency 50 C/S

viii) Insulation Class F

ix) Motor Frame Size 315 S

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 200 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant 50kvar(Operational)

Panel Condition/Issues good

Gland Leakage moderate leakage

Non Return Valve Minor leakage

Chlorinator OK

Flow Meter Not Available

Pressure Gauge Not Available

Bore Hole in Front of PanYes

Wiring good

Housekeeping Fair

Motor Terminal ok

Foundation/Civil work ok

Ratchet Plate ok

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 10 inches (on which flowmeter is clamped)

v) Pipe Perimeter mm (on which flowmeter is clamped)

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 426 m3/hr (Through Transit Time Ultrasonic Flowmeter)

Velocity in Pipe 2.34 m/sec

Pressure

i) Pressure at Discharge Side of Pump 10 psig

ii) Pressure at Suction Side of Pump (Not Valid incase of Tubewells)

iii) Water Shutoff Head

Levels

i) Static Water Level 38 meter Estimated

ii) Pumping Water Level 43 meter (estimated due to gland leakage and catching of wire by suction)

Electric Measurements

i) Voltage 391.1 391 389.7

ii) Ampere 162.1 161.1 167.5

iii) Power Factor 0.95

iv) Appearant Power (kVA) 110.5

v) Running Power (kW) 105

vi) Reactive Power (kVAr) 34.5

vi) Motor Working on Loading Basis 95.5 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor 1,488 RPM

ii) Speed of Pump Impeller 1,450 RPM

Noise Level

Noise Level (db(A)) Avg. Max: 93.7

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

Calculations

10

i) Drawdown of Pump (Pumping water level - Static Water Level) 16.4 ft

ii) Static Suction Head (Only for WW Pump) ft

iii) Suction Side Frictional Head (Only for WW Pump) ft

iv) Dynamic Suction Head (ii+iii) (Only for WW Pump) ft

v) Discharge Head (Pressure Gauge) 23.1 ft

vi) Discharge Side Frictional Head 13.38 ft

vii) Dynamic Discharge Head (v+vi) 36.48 ft

viii) Total Dynamic Head of Pump (TDH) (vii + Pumping Water Level) 177.52 ft

ix) Specific Capacity of Pump (Water Turbine) gpm/ft of drawdown 114.37

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 1,291

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 84.08 hp

xiv) Brake Horsepower (bhp) (OEM Data) 150 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 140.75 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 56.06 %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 59.74 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.25 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 15 hrs

xxi) Daily Pump flow 6,390 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 2,332,350 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 577,957 kWh/yr

xxv) Annual Energy Expenditure on Pumping 7,513,447 PKR/Yr

xxvi) Pumping System Efficiency after Improvement 65 %

xxvii) Water Flow after Efficiency Improvement 464 m3/hr

xxviii) Specific Energy Consumption at New Efficiency 0.23 kWh/m3

xxix) Potential of Energy Reduction 8.09 %

xxx) Reduced Annual Energy Consumption at Improved Efficiency 46,781 kWh/yr

xxxi) Annual Financial Saving on Pumping 608,148 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 59.74%. For pump attached with 150 HP motor, efficiency between 58.1 - 63.4% is considered to be FAIR (>

68.9 is excellent). This pumping system requires impeller adjustment. It is estimated that this impeller adjustment would increase pumping efficiency from 59.74% to 65% which is in the range of GOOD efficiency. This efficiency improvement will save about Rs. 608,148 per year.

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 755,000 PKR

Install VFDNo VFD installed

Non return valve is leaked Change the Non return valve

Bore hole is in front of pannel shift pannel to safe location

Control leakageLeakage at the pump gland

It needs impeller adjustment Pump is inefficient

There is no pressure gauge installed at discahrge pipeline Install digital pressure gauge at discahrge pipeline

water flow meter is not available Attach new water flow meter

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Sahar Road

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact M Ihsan

iv) Total Number of Pumps Installed 1

v) Total Number of Pumps in Operation 1

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty 1

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty

vi) Operational Scheme of Pumps Qty

Independent 1

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 15 hrs/day

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

xiii) Availability of Chlorinator

Yes Not Working No

2 Pump Basic Information (Pump Ref # CITY_FWPS/WWDS_Pump #)

i) Type of Pump Deep Well

Submersible

Overhung

Between Bearing

ii) Mounting / Erection

Horizontal Vertical

Foundation

iii) Concrete Bolted Bolted

iv) Lubrication Type

Oil Water

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi 5

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Ground Water Aquafier Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Fresh Water Supply Network

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand Country

ii) Model Serial

iii) Certification Mark

iv) Year of Manufacture

v) Flowrate (Q) 2 Cusec 204 m3/hr

vi) Head (H) ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP BHP (Estimated)

ix) Speed (n) RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) (Not Valid incase of Tubewells)

ii) Enter Length of Suction Pipe (ft) (Not Valid incase of Tubewells)

iii) Enter Fittings on Suction Pipe (Not Valid incase of Tubewells)

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Foot Valve 1

Bends

Strainer 1

iv) Storage Capacity of Suction Source (Aquafier)

v) Working Volume of Source

vi) Suction Lift (from Datum Line)

viii) Availbility of Pressure Gauge Yes No

ix) Suction Pressure (Not Valid incase of Tubewells)

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe 8 inch

ii) Length of Discharge Pipe (Not known as directly connected to network underground)

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Control 1 Check 1

Bends Elbow 1

Strainer

iv) Storage Capacity of Discharge Destination (Not known as directly connected to network underground))

v) Working Volume of Discharge Destination (Not known as directly connected to network underground))

vi) Discharge Elevation (from Datum Line) (In case of no gauge)

vii) Availbility of Pressure Gauge Yes No (Installed by Team)

viii) Discharge Pressure psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 80 hp 60 kW

iii) Voltage Range (Volts) 380 Volts

iv) Current (Ampere) 115

v) Power Factor (Cos ɸ) 0.85

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed 1,488 RPM

vii) Reference Frequency 50 C/S

viii) Insulation Class F

ix) Motor Frame Size 250 M

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 100 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant 25kvar(Operational)

Panel Condition/Issues poor

Gland Leakage moderate leakage

Non Return Valve Not working

Chlorinator Not working

Flow Meter Not Available

Pressure Gauge Not Available

Bore Hole in Front of Panno

Wiring ok

Housekeeping Fair

Motor Terminal ok

Foundation/Civil work ok

Ratchet Plate Not Working

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 8 inches (on which flowmeter is clamped)

v) Pipe Perimeter 700 mm (on which flowmeter is clamped)

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 180 m3/hr (Through Transit Time Ultrasonic Flowmeter) (Estimated)

Velocity in Pipe 1.54 m/sec

Pressure

i) Pressure at Discharge Side of Pump 8 psig (Estimated)

ii) Pressure at Suction Side of Pump (Not Valid incase of Tubewells)

iii) Water Shutoff Head

Levels

i) Static Water Level 38 meter Estimated

ii) Pumping Water Level 43 meter (estimated due to gland leakage and catching of wire by suction)

Electric Measurements

i) Voltage 413 410.5 411.9

ii) Ampere 86 91 86.4

iii) Power Factor 0.72

iv) Appearant Power (kVA) 62.5

v) Running Power (kW) 45

vi) Reactive Power (kVAr) 43.4

vi) Motor Working on Loading Basis 75.1 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor 1,488 RPM

ii) Speed of Pump Impeller RPM

Noise Level

Noise Level (db(A)) Avg. Max: 89.3

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

Calculations

10

i) Drawdown of Pump (Pumping water level - Static Water Level) 16.4 ft

ii) Static Suction Head (Only for WW Pump) ft

iii) Suction Side Frictional Head (Only for WW Pump) ft

iv) Dynamic Suction Head (ii+iii) (Only for WW Pump) ft

v) Discharge Head (Pressure Gauge) 18.48 ft

vi) Discharge Side Frictional Head 6.19 ft

vii) Dynamic Discharge Head (v+vi) 24.67 ft

viii) Total Dynamic Head of Pump (TDH) (vii + Pumping Water Level) 165.71 ft

ix) Specific Capacity of Pump (Water Turbine) gpm/ft of drawdown 48.33

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 0

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 33.16 hp

xiv) Brake Horsepower (bhp) (OEM Data) 0 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 60.32 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 #DIV/0! %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 54.98 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.25 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 15 hrs

xxi) Daily Pump flow 2,700 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 985,500 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 247,696 kWh/yr

xxv) Annual Energy Expenditure on Pumping 3,220,049 PKR/Yr

xxvi) Pumping System Efficiency after Improvement 62 %

xxvii) Water Flow after Efficiency Improvement 203 m3/hr

xxviii) Specific Energy Consumption at New Efficiency 0.22 kWh/m3

xxix) Potential of Energy Reduction 11.32 %

xxx) Reduced Annual Energy Consumption at Improved Efficiency 28,045 kWh/yr

xxxi) Annual Financial Saving on Pumping 364,589 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 54.98%. For pump attached with 80 HP motor, efficiency between 58.1 - 63.4% is considered to be FAIR (> 65.9%

is excellent). This pumping system requires impeller adjustment. It is estimated that this impeller adjustment would increase pumping efficiency from 54.98% to 62% which is in the range of GOOD efficiency. This efficiency improvement will save about Rs.364,589 per year.

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 506,000 PKR

Ratchet Plate is not working Make ratchet plate operational

No VFD installed Install VFD

PFI Display Meter is defective Replace the Display Meter

Replace Non return valveNon return valve is not working

water flow meter is not available Attach new water flow meter

Replace Voltmeter Voltmeter is malfunctioning

Replace Ampere meterAmpere meter is malfunctioning

Chlorinator is not working Attach chlorinator and make it operationalize

pump is inefficient it needs impeller adjustment

There is no pressure gauge installed at discahrge pipeline Install digital pressure gauge at discahrge pipeline

Leakage at the pump gland Control leakage

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Baghichi Saithan Wali

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact Mr.Salman

iv) Total Number of Pumps Installed 1

v) Total Number of Pumps in Operation 1

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty 1

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty

vi) Operational Scheme of Pumps Qty

Independent 1

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 15 hrs/day

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

xiii) Availability of Chlorinator

Yes No

2 Pump Basic Information (Pump Ref # CITY_FWPS/WWDS_Pump #)

i) Type of Pump Deep Well

Submersible

Overhung

Between Bearing

ii) Mounting / Erection

Horizontal Vertical

Foundation

iii) Concrete Bolted Bolted

iv) Lubrication Type

Oil Water

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi 4

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Ground Water Aquafier Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Fresh Water Supply Network

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand KSB Pumps Country Pakistan

ii) Model B 14 B/4 Serial 99723976047300

iii) Certification Mark

iv) Year of Manufacture 2013

v) Flowrate (Q) 4 Cusec 408 m3/hr

vi) Head (H) 210 ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP 124.6 BHP

ix) Speed (n) 1,450 RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) (Not Valid incase of Tubewells)

ii) Enter Length of Suction Pipe (ft) (Not Valid incase of Tubewells)

iii) Enter Fittings on Suction Pipe (Not Valid incase of Tubewells)

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Foot Valve 1

Bends

Strainer 1

iv) Storage Capacity of Suction Source (Aquafier)

v) Working Volume of Source

vi) Suction Lift (from Datum Line)

viii) Availbility of Pressure Gauge Yes No

ix) Suction Pressure (Not Valid incase of Tubewells)

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe 10 inch

ii) Length of Discharge Pipe (Not known as directly connected to network underground)

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Control 1 Check 1

Bends Elbow 1

Strainer

iv) Storage Capacity of Discharge Destination (Not known as directly connected to network underground))

v) Working Volume of Discharge Destination (Not known as directly connected to network underground))

vi) Discharge Elevation (from Datum Line) (In case of no gauge)

vii) Availbility of Pressure Gauge Yes No (Installed by Team)

viii) Discharge Pressure 15 psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 150 hp 112.5 kW

iii) Voltage Range (Volts) 380 Volts

iv) Current (Ampere) 214

v) Power Factor (Cos ɸ) 0.85

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed 1,488 RPM

vii) Reference Frequency 50 C/S

viii) Insulation Class F

ix) Motor Frame Size 315 M

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 200 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant 50kvar(Operational)

Panel Condition/Issues Excellent

Gland Leakage significant leakage

Non Return Valve ok

Chlorinator Not Available

Flow Meter Not Available

Pressure Gauge Not Available

Bore Hole in Front of Pan no

Wiring good

Housekeeping Fair

Motor Terminal ok

Foundation/Civil work ok

Ratchet Plate ok

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 10 inches (on which flowmeter is clamped)

v) Pipe Perimeter 880 mm (on which flowmeter is clamped)

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 462 m3/hr (Through Transit Time Ultrasonic Flowmeter)

Velocity in Pipe 2.53 m/sec

Pressure

i) Pressure at Discharge Side of Pump 15 psig

ii) Pressure at Suction Side of Pump (Not Valid incase of Tubewells)

iii) Water Shutoff Head

Levels

i) Static Water Level 38 meter Estimated

ii) Pumping Water Level 43 meter (estimated due to gland leakage and catching of wire by suction)

Electric Measurements

i) Voltage 393.1 393.3 394.2

ii) Ampere 183.9 186.8 183.8

iii) Power Factor 0.78

iv) Appearant Power (kVA) 125.8

v) Running Power (kW) 98.2

vi) Reactive Power (kVAr) 78.7

vi) Motor Working on Loading Basis 89.2 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor 1,488 RPM

ii) Speed of Pump Impeller 1,450 RPM

Noise Level

Noise Level (db(A)) Avg. Max: 93

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

Calculations

10

i) Drawdown of Pump (Pumping water level - Static Water Level) 16.4 ft

ii) Static Suction Head (Only for WW Pump) ft

iii) Suction Side Frictional Head (Only for WW Pump) ft

iv) Dynamic Suction Head (ii+iii) (Only for WW Pump) ft

v) Discharge Head (Pressure Gauge) 34.65 ft

vi) Discharge Side Frictional Head 15.70 ft

vii) Dynamic Discharge Head (v+vi) 50.35 ft

viii) Total Dynamic Head of Pump (TDH) (vii + Pumping Water Level) 191.39 ft

ix) Specific Capacity of Pump (Water Turbine) gpm/ft of drawdown 124.04

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 1,271

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 98.32 hp

xiv) Brake Horsepower (bhp) (OEM Data) 124.6 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 131.64 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 78.91 %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 74.69 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.21 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 15 hrs

xxi) Daily Pump flow 6,930 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 2,529,450 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 540,528 kWh/yr

xxv) Annual Energy Expenditure on Pumping 7,026,862 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 74.69%. For pump attached with 150 HP motor, efficiency above 69% is considered to be EXCELLENT. This pumping system requires no intervention.

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 743,000 PKR

Install VFDNo VFD installed

Control leakagesignificant Leakage at the pump gland

Chlorinator is not avaialble Attach chlorinator and make it operationalize

water flow meter is not available Attach new water flow meter

There is no pressure gauge installed at discahrge pipeline Install digital pressure gauge at discahrge pipeline

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Jamilabad

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact Nazir Sb

iv) Total Number of Pumps Installed 1

v) Total Number of Pumps in Operation 1

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty 1

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty

vi) Operational Scheme of Pumps Qty

Independent 1

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 15 hrs/day

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

xiii) Availability of Chlorinator

Yes No

2 Pump Basic Information (Pump Ref # CITY_FWPS/WWDS_Pump #)

i) Type of Pump Deep Well

Submersible

Overhung

Between Bearing

ii) Mounting / Erection

Horizontal Vertical

Foundation

iii) Concrete Bolted Bolted

iv) Lubrication Type

Oil Water

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi 5

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Ground Water Aquafier Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Fresh Water Supply Network

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand Country

ii) Model Serial

iii) Certification Mark

iv) Year of Manufacture

v) Flowrate (Q) 2 Cusec 204 m3/hr

vi) Head (H) ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP BHP

ix) Speed (n) RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) (Not Valid incase of Tubewells)

ii) Enter Length of Suction Pipe (ft) (Not Valid incase of Tubewells)

iii) Enter Fittings on Suction Pipe (Not Valid incase of Tubewells)

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Foot Valve 1

Bends

Strainer 1

iv) Storage Capacity of Suction Source (Aquafier)

v) Working Volume of Source

vi) Suction Lift (from Datum Line)

viii) Availbility of Pressure Gauge Yes No

ix) Suction Pressure (Not Valid incase of Tubewells)

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe 8 inch

ii) Length of Discharge Pipe (Not known as directly connected to network underground)

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Control 1 Check 1

Bends Elbow 1

Strainer

iv) Storage Capacity of Discharge Destination (Not known as directly connected to network underground))

v) Working Volume of Discharge Destination (Not known as directly connected to network underground))

vi) Discharge Elevation (from Datum Line) (In case of no gauge)

vii) Availbility of Pressure Gauge Yes No (Installed by Team)

viii) Discharge Pressure 13 psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 80 hp 60 kW

iii) Voltage Range (Volts) 380 Volts

iv) Current (Ampere) 115

v) Power Factor (Cos ɸ) 0.85

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed 1,488 RPM

vii) Reference Frequency 50 C/S

viii) Insulation Class F

ix) Motor Frame Size 250 M

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 100 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant 25kvar(Non-operational)

Panel Condition/Issues Fair

Gland Leakage Too much leakage

Non Return Valve ok

Chlorinator Not Available

Flow Meter not working

Pressure Gauge Not Available

Bore Hole in Front of Panno

Wiring fair

Housekeeping Fair

Motor Terminal no terminal box

Foundation/Civil work ok

Ratchet Plate Not Working

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 8 inches (on which flowmeter is clamped)

v) Pipe Perimeter mm (on which flowmeter is clamped)

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 167 m3/hr (Through Transit Time Ultrasonic Flowmeter)

Velocity in Pipe 1.43 m/sec

Pressure

i) Pressure at Discharge Side of Pump 13 psig

ii) Pressure at Suction Side of Pump (Not Valid incase of Tubewells)

iii) Water Shutoff Head

Levels

i) Static Water Level 38 meter Estimated

ii) Pumping Water Level 43 meter (estimated due to gland leakage and catching of wire by suction)

Electric Measurements

i) Voltage 414 410.3 409.2

ii) Ampere 87 80 84

iii) Power Factor 0.8

iv) Appearant Power (kVA) 59.5

v) Running Power (kW) 47.6

vi) Reactive Power (kVAr) 35.7

vi) Motor Working on Loading Basis 79.4 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor 1,488 RPM

ii) Speed of Pump Impeller RPM

Noise Level

Noise Level (db(A)) Avg. Max: 89

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

Calculations

10

i) Drawdown of Pump (Pumping water level - Static Water Level) 16.4 ft

ii) Static Suction Head (Only for WW Pump) ft

iii) Suction Side Frictional Head (Only for WW Pump) ft

iv) Dynamic Suction Head (ii+iii) (Only for WW Pump) ft

v) Discharge Head (Pressure Gauge) 30.03 ft

vi) Discharge Side Frictional Head 5.34 ft

vii) Dynamic Discharge Head (v+vi) 35.37 ft

viii) Total Dynamic Head of Pump (TDH) (vii + Pumping Water Level) 176.41 ft

ix) Specific Capacity of Pump (Water Turbine) gpm/ft of drawdown 44.84

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 0

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 32.76 hp

xiv) Brake Horsepower (bhp) (OEM Data) 0 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 63.81 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 #DIV/0! %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 51.34 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.29 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 15 hrs

xxi) Daily Pump flow 2,505 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 914,325 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 262,007 kWh/yr

xxv) Annual Energy Expenditure on Pumping 3,406,096 PKR/Yr

xxvi) Pumping System Efficiency after Improvement 62 %

xxvii) Water Flow after Efficiency Improvement 202 m3/hr

xxviii) Specific Energy Consumption at New Efficiency 0.24 kWh/m3

xxix) Potential of Energy Reduction 17.20 %

xxx) Reduced Annual Energy Consumption at Improved Efficiency 45,061 kWh/yr

xxxi) Annual Financial Saving on Pumping 585,793 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 51.34%. For pump attached with 80 HP motor, efficiency below 56% is considered to be LOW (> 65.9 is

excellent). This pumping system requires impeller adjustment. It is estimated that this impeller adjustment would increase pumping efficiency from 51.34% to 62% which is in the range of GOOD efficiency. This efficiency improvement will save about Rs. 585,793 per year.

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 534,000 PKR

Control leakageToo much Leakage at the pump gland

Adjust impellersPump needs impeller adjustment to increase water flow rate

Chlorinator is not avaialble Attach chlorinator and make it operationalize

Attached water flow meter is not working Attach new water flow meter

Malfunctioning of PFI plantIt is recommened to change the control circuity of the pannel which includes HRC fuses, current transformer, magnetic contactors and control terminals

Replace Ampere meterAmpere meter is malfunctioning

Install digital pressure gauge at discahrge pipelineThere is no pressure gauge installed at discahrge pipeline

Ratchet Plate is not working Make ratchet plate operational

No VFD installed Install VFD

PFI Display Meter is defective Replace PFI Display Meter

Voltmeter is malfunctioning Replace Voltmeter

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Millap Street

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact Aamir Ishaq

iv) Total Number of Pumps Installed 1

v) Total Number of Pumps in Operation 1

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty 1

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty

vi) Operational Scheme of Pumps Qty

Independent 1

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 14 hrs/day

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

xiii) Availability of Chlorinator

Yes No

2 Pump Basic Information (Pump Ref # CITY_FWPS/WWDS_Pump #)

i) Type of Pump Deep Well

Submersible

Overhung

Between Bearing

ii) Mounting / Erection

Horizontal Vertical

Foundation

iii) Concrete Bolted Bolted

iv) Lubrication Type

Oil Water

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi 4

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Ground Water Aquafier Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Fresh Water Supply Network

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand Country

ii) Model Serial

iii) Certification Mark

iv) Year of Manufacture

v) Flowrate (Q) 4 Cusec 408 m3/hr

vi) Head (H) ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP BHP

ix) Speed (n) RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) (Not Valid incase of Tubewells)

ii) Enter Length of Suction Pipe (ft) (Not Valid incase of Tubewells)

iii) Enter Fittings on Suction Pipe (Not Valid incase of Tubewells)

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Foot Valve 1

Bends

Strainer 1

iv) Storage Capacity of Suction Source (Aquafier)

v) Working Volume of Source

vi) Suction Lift (from Datum Line)

viii) Availbility of Pressure Gauge Yes No

ix) Suction Pressure (Not Valid incase of Tubewells)

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe 10 inch

ii) Length of Discharge Pipe (Not known as directly connected to network underground)

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Control 1 Check 1

Bends Elbow 1

Strainer

iv) Storage Capacity of Discharge Destination (Not known as directly connected to network underground))

v) Working Volume of Discharge Destination (Not known as directly connected to network underground))

vi) Discharge Elevation (from Datum Line) (In case of no gauge)

vii) Availbility of Pressure Gauge Yes No (Installed by Team)

viii) Discharge Pressure psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 150 hp 112.5 kW

iii) Voltage Range (Volts) 380 Volts

iv) Current (Ampere) 214

v) Power Factor (Cos ɸ) 0.85

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed 1,488 RPM

vii) Reference Frequency 50 C/S

viii) Insulation Class F

ix) Motor Frame Size 315 M

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 200 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant Not installed

Panel Condition/Issues very poor

Gland Leakage minor leakage

Non Return Valve not working

Chlorinator Not Available

Flow Meter Not Available

Pressure Gauge Not Available

Bore Hole in Front of Panno

Wiring poor

Housekeeping poor

Motor Terminal ok

Foundation/Civil work ok

Ratchet Plate Not Working

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 10 inches (on which flowmeter is clamped)

v) Pipe Perimeter mm (on which flowmeter is clamped)

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 210 m3/hr (Through Transit Time Ultrasonic Flowmeter) (Estimated)

Velocity in Pipe 1.15 m/sec

Pressure

i) Pressure at Discharge Side of Pump 8 psig (Estimated)

ii) Pressure at Suction Side of Pump (Not Valid incase of Tubewells)

iii) Water Shutoff Head

Levels

i) Static Water Level 38 meter Estimated

ii) Pumping Water Level 43 meter (estimated due to gland leakage and catching of wire by suction)

Electric Measurements

i) Voltage 398.6 405.8 393.9

ii) Ampere 146.3 131 136.5

iii) Power Factor 0.61

iv) Appearant Power (kVA) 95.3

v) Running Power (kW) 58.1

vi) Reactive Power (kVAr) 75.5

vi) Motor Working on Loading Basis 52.9 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor 1,488 RPM

ii) Speed of Pump Impeller RPM

Noise Level

Noise Level (db(A)) Avg. Max: 95

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

Calculations

10

i) Drawdown of Pump (Pumping water level - Static Water Level) 16.4 ft

ii) Static Suction Head (Only for WW Pump) ft

iii) Suction Side Frictional Head (Only for WW Pump) ft

iv) Dynamic Suction Head (ii+iii) (Only for WW Pump) ft

v) Discharge Head (Pressure Gauge) 18.48 ft

vi) Discharge Side Frictional Head 3.31 ft

vii) Dynamic Discharge Head (v+vi) 21.79 ft

viii) Total Dynamic Head of Pump (TDH) (vii + Pumping Water Level) 162.83 ft

ix) Specific Capacity of Pump (Water Turbine) gpm/ft of drawdown 56.38

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 0

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 38.02 hp

xiv) Brake Horsepower (bhp) (OEM Data) 0 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 77.88 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 #DIV/0! %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 48.82 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.28 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 14 hrs

xxi) Daily Pump flow 2,940 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 1,073,100 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 298,483 kWh/yr

xxv) Annual Energy Expenditure on Pumping 3,880,278 PKR/Yr

xxvi) Pumping System Efficiency after Improvement 65 %

xxvii) Water Flow after Efficiency Improvement 280 m3/hr

xxviii) Specific Energy Consumption at New Efficiency 0.21 kWh/m3

xxix) Potential of Energy Reduction 24.90 %

xxx) Reduced Annual Energy Consumption at Improved Efficiency 74,314 kWh/yr

xxxi) Annual Financial Saving on Pumping 966,078 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 48.82%. For pump attached with 150 HP motor, efficiency below 58% is considered LOW. This pumping system requires impellers adjustment and repair and maintenance. The efficiency will be improved from 48.82% to 65% with annual saving of Rs. 966,078.

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 914,000 PKR

Improve housekeepingHousekeeping is poor

Adjust impellersPump needs impeller adjustment to increase water flow rate

Chlorinator is not avaialble Attach chlorinator and make it operationalize

water flow meter is not available Attach new water flow meter

PFI panel is not installed Install 50 kvar PFI panel

Control leakageMinor Leakage at the pump gland

Voltmeter is malfunctioning Replace Voltmeter

There is no pressure gauge installed at discahrge pipeline Install digital pressure gauge at discahrge pipeline

Magnetic contactors and MCCB is not properly installed (fixed) in the panel Fixed it properly

Ampere meter is malfunctioning Replace Ampere meter

No VFD installed Install VFD

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Achant Garh

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact NA

iv) Total Number of Pumps Installed 1

v) Total Number of Pumps in Operation 1

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty 1

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty

vi) Operational Scheme of Pumps Qty

Independent 1

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 15 hrs/day

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

xiii) Availability of Chlorinator

Yes No

2 Pump Basic Information (Pump Ref # CITY_FWPS/WWDS_Pump #)

i) Type of Pump Deep Well

Submersible

Overhung

Between Bearing

ii) Mounting / Erection

Horizontal Vertical

Foundation

iii) Concrete Bolted Bolted

iv) Lubrication Type

Oil Water

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi 5

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Ground Water Aquafier Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Fresh Water Supply Network

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand KSB Pumps Country Pakistan

ii) Model B. 12 B/5 Serial 16-3264

iii) Certification Mark

iv) Year of Manufacture 2002

v) Flowrate (Q) 2 Cusec 204 m3/hr

vi) Head (H) 210 ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP 59.59 BHP

ix) Speed (n) 1,450 RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) (Not Valid incase of Tubewells)

ii) Enter Length of Suction Pipe (ft) (Not Valid incase of Tubewells)

iii) Enter Fittings on Suction Pipe (Not Valid incase of Tubewells)

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Foot Valve 1

Bends

Strainer 1

iv) Storage Capacity of Suction Source (Aquafier)

v) Working Volume of Source

vi) Suction Lift (from Datum Line)

viii) Availbility of Pressure Gauge Yes No

ix) Suction Pressure (Not Valid incase of Tubewells)

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe 8 inch

ii) Length of Discharge Pipe (Not known as directly connected to network underground)

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Control 1 Check 1

Bends Elbow 1

Strainer

iv) Storage Capacity of Discharge Destination (Not known as directly connected to network underground))

v) Working Volume of Discharge Destination (Not known as directly connected to network underground))

vi) Discharge Elevation (from Datum Line) (In case of no gauge)

vii) Availbility of Pressure Gauge Yes No (Installed by Team)

viii) Discharge Pressure 12 psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 80 hp 60 kW

iii) Voltage Range (Volts) 380 Volts

iv) Current (Ampere) 115

v) Power Factor (Cos ɸ) 0.85

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed 1,488 RPM

vii) Reference Frequency 50 C/S

viii) Insulation Class F

ix) Motor Frame Size 250 M

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 100 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant 15kvar(Non-operational)

Panel Condition/Issues good

Gland Leakage

Non Return Valve

Chlorinator

Flow Meter Not Working

Pressure Gauge not available

Bore Hole in Front of Panno

Wiring ok

Housekeeping Fair

Motor Terminal ok

Foundation/Civil work ok

Ratchet Plate

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 8 inches (on which flowmeter is clamped)

v) Pipe Perimeter mm (on which flowmeter is clamped)

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 132 m3/hr (Through Transit Time Ultrasonic Flowmeter)

Velocity in Pipe 1.13 m/sec

Pressure

i) Pressure at Discharge Side of Pump 12 psig

ii) Pressure at Suction Side of Pump (Not Valid incase of Tubewells)

iii) Water Shutoff Head

Levels

i) Static Water Level 38 meter Estimated

ii) Pumping Water Level 43 meter (estimated due to gland leakage and catching of wire by suction)

Electric Measurements

i) Voltage 411.5 406.1 411

ii) Ampere 76.8 77 77.1

iii) Power Factor 0.68

iv) Appearant Power (kVA) 54.5

v) Running Power (kW) 37.1

vi) Reactive Power (kVAr) 40

vi) Motor Working on Loading Basis 61.8 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor 1,485 RPM

ii) Speed of Pump Impeller 1,450 RPM

Noise Level

Noise Level (db(A)) Avg. Max:

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

Calculations

10

i) Drawdown of Pump (Pumping water level - Static Water Level) 16.4 ft

ii) Static Suction Head (Only for WW Pump) ft

iii) Suction Side Frictional Head (Only for WW Pump) ft

iv) Dynamic Suction Head (ii+iii) (Only for WW Pump) ft

v) Discharge Head (Pressure Gauge) 27.72 ft

vi) Discharge Side Frictional Head 3.36 ft

vii) Dynamic Discharge Head (v+vi) 31.08 ft

viii) Total Dynamic Head of Pump (TDH) (vii + Pumping Water Level) 172.12 ft

ix) Specific Capacity of Pump (Water Turbine) gpm/ft of drawdown 35.44

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 736

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 25.26 hp

xiv) Brake Horsepower (bhp) (OEM Data) 59.59 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 49.73 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 42.39 %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 50.80 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.28 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 15 hrs

xxi) Daily Pump flow 1,980 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 722,700 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 204,212 kWh/yr

xxv) Annual Energy Expenditure on Pumping 2,654,751 PKR/Yr

xxvi) Pumping System Efficiency after Improvement 62 %

xxvii) Water Flow after Efficiency Improvement 161 m3/hr

xxviii) Specific Energy Consumption at New Efficiency 0.23 kWh/m3

xxix) Potential of Energy Reduction 18.07 %

xxx) Reduced Annual Energy Consumption at Improved Efficiency 36,902 kWh/yr

xxxi) Annual Financial Saving on Pumping 479,729 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 50.8%. For pump attached with 80 HP motor, efficiency below 56% is considered to be LOW (>65.9 is excellent). This pumping system requires impellers adjustment and repair and maintenance. Efficiency will be improved from 50.8% to 62% with annual saving of Rs. 479,729.

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 525,000 PKR

Install VFDNo VFD installed

Install digital pressure gauge at discahrge pipelineThere is no pressure gauge installed at discahrge pipeline

Pump needs impeller adjustment to increase water flow rate Adjust impellers

Attached water flow meter is not working Attach new water flow meter

Malfunctioning of PFI plantIt is recommened to change the control circuity of the pannel which includes HRC fuses, current transformer, magnetic contactors and control terminals for

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Jahangir Road

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact Ehsan Ali

iv) Total Number of Pumps Installed 1

v) Total Number of Pumps in Operation 1

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty 1

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty

vi) Operational Scheme of Pumps Qty

Independent 1

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 20 hrs/day

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

xiii) Availability of Chlorinator

Yes No

2 Pump Basic Information (Pump Ref # CITY_FWPS/WWDS_Pump #)

i) Type of Pump Deep Well

Submersible

Overhung

Between Bearing

ii) Mounting / Erection

Horizontal Vertical

Foundation

iii) Concrete Bolted Bolted

iv) Lubrication Type

Oil Water

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi 5

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Ground Water Aquafier Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Fresh Water Supply Network

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand KSB Pumps Country Pakistan

ii) Model B. 12 B/5 Serial 21-09-10-11331

iii) Certification Mark

iv) Year of Manufacture 2009

v) Flowrate (Q) 2 Cusec 204 m3/hr

vi) Head (H) 210 ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP 59.53 BHP

ix) Speed (n) 1,450 RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) (Not Valid incase of Tubewells)

ii) Enter Length of Suction Pipe (ft) (Not Valid incase of Tubewells)

iii) Enter Fittings on Suction Pipe (Not Valid incase of Tubewells)

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Foot Valve 1

Bends

Strainer 1

iv) Storage Capacity of Suction Source (Aquafier)

v) Working Volume of Source

vi) Suction Lift (from Datum Line)

viii) Availbility of Pressure Gauge Yes No

ix) Suction Pressure (Not Valid incase of Tubewells)

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe 8 inch

ii) Length of Discharge Pipe (Not known as directly connected to network underground)

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Control 1 Check 1

Bends Elbow 1

Strainer

iv) Storage Capacity of Discharge Destination (Not known as directly connected to network underground))

v) Working Volume of Discharge Destination (Not known as directly connected to network underground))

vi) Discharge Elevation (from Datum Line) (In case of no gauge)

vii) Availbility of Pressure Gauge Yes No (Installed by Team)

viii) Discharge Pressure 8 psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 80 hp 60 kW

iii) Voltage Range (Volts) 380 Volts

iv) Current (Ampere) 115

v) Power Factor (Cos ɸ) 0.85

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed 1,488 RPM

vii) Reference Frequency 50 C/S

viii) Insulation Class F

ix) Motor Frame Size 250 M

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 100 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant Not installed

Panel Condition/Issues poor

Gland Leakage moderate leakage

Non Return Valve ok

Chlorinator Not Available

Flow Meter not working

Pressure Gauge Not Available

Bore Hole in Front of PanYes

Wiring poor

Housekeeping Fair

Motor Terminal ok

Foundation/Civil work ok

Ratchet Plate not working

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 8 inches (on which flowmeter is clamped)

v) Pipe Perimeter 780 mm (on which flowmeter is clamped)

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 130 m3/hr (Through Transit Time Ultrasonic Flowmeter) (Estimated)

Velocity in Pipe 1.11 m/sec

Pressure

i) Pressure at Discharge Side of Pump 8 psig (Estimated)

ii) Pressure at Suction Side of Pump (Not Valid incase of Tubewells)

iii) Water Shutoff Head

Levels

i) Static Water Level 38 meter Estimated

ii) Pumping Water Level 43 meter (estimated due to gland leakage and catching of wire by suction)

Electric Measurements

i) Voltage 400.2 403.9 399.4

ii) Ampere 79.9 81.6 84.5

iii) Power Factor 0.81

iv) Appearant Power (kVA) 56.9

v) Running Power (kW) 46.1

vi) Reactive Power (kVAr) 33.4

vi) Motor Working on Loading Basis 41.9 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor 1,488 RPM

ii) Speed of Pump Impeller 1,450 RPM

Noise Level

Noise Level (db(A)) Avg. Max: 91.4

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

Calculations

10

i) Drawdown of Pump (Pumping water level - Static Water Level) 16.4 ft

ii) Static Suction Head (Only for WW Pump) ft

iii) Suction Side Frictional Head (Only for WW Pump) ft

iv) Dynamic Suction Head (ii+iii) (Only for WW Pump) ft

v) Discharge Head (Pressure Gauge) 18.48 ft

vi) Discharge Side Frictional Head 3.26 ft

vii) Dynamic Discharge Head (v+vi) 21.74 ft

viii) Total Dynamic Head of Pump (TDH) (vii + Pumping Water Level) 162.78 ft

ix) Specific Capacity of Pump (Water Turbine) gpm/ft of drawdown 34.90

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 761

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 23.53 hp

xiv) Brake Horsepower (bhp) (OEM Data) 59.53 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 61.80 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 39.52 %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 38.08 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.36 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 20 hrs

xxi) Daily Pump flow 2,600 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 949,000 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 338,334 kWh/yr

xxv) Annual Energy Expenditure on Pumping 4,398,348 PKR/Yr

xxvi) Pumping System Efficiency after Improvement 62 %

xxvii) Water Flow after Efficiency Improvement 212 m3/hr

xxviii) Specific Energy Consumption at New Efficiency 0.22 kWh/m3

xxix) Potential of Energy Reduction 38.59 %

xxx) Reduced Annual Energy Consumption at Improved Efficiency 130,556 kWh/yr

xxxi) Annual Financial Saving on Pumping 1,697,232 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 38.08%. For pump attached with 80 HP motor, efficiency below 56% is considered to be LOW (>65.9 is excellent). This pumping system requires impellers adjustment and repair and maintenance. Efficiency will be improved from 38.08% to 62% with annual saving of Rs. 1,697,232.

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)Pump needs impeller adjustment to increase water flow rate

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 554,000 PKR

Bore hole is in front of panel Change panel location

Install digital pressure gauge at discahrge pipelineThere is no pressure gauge installed at discahrge pipeline

Adjust impellers

Voltmeter is malfunctioning Replace Voltmeter

Leakage at the pump gland Control leakage

Ratchet plate is not working Make it operational

Ampere meter is malfunctioning Replace Ampere meter

PFI panel is not installed Install 25 kvar PFI panel

Install VFDNo VFD installed

Improve wiring conditionWiring is not in safe condition

Chlorinator is not avaialble Attach chlorinator and make it operationalize

Attached water flow meter is not working Attach new water flow meter

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Sahuwari Takkia

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact M Yousaf

iv) Total Number of Pumps Installed 1

v) Total Number of Pumps in Operation 1

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty 1

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty

vi) Operational Scheme of Pumps Qty

Independent 1

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 15 hrs/day

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

xiii) Availability of Chlorinator

Yes No

2 Pump Basic Information (Pump Ref # CITY_FWPS/WWDS_Pump #)

i) Type of Pump Deep Well

Submersible

Overhung

Between Bearing

ii) Mounting / Erection

Horizontal Vertical

Foundation

iii) Concrete Bolted Bolted

iv) Lubrication Type

Oil Water

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi 2

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Ground Water Aquafier Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Fresh Water Supply Network

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand KSB Pumps Country Pakistan

ii) Model B. 12 B/2 Serial 881-08-6656

iii) Certification Mark

iv) Year of Manufacture 1985

v) Flowrate (Q) 2.5 Cusec 255 m3/hr

vi) Head (H) 60 ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP 21.78 BHP

ix) Speed (n) 1,450 RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) (Not Valid incase of Tubewells)

ii) Enter Length of Suction Pipe (ft) (Not Valid incase of Tubewells)

iii) Enter Fittings on Suction Pipe (Not Valid incase of Tubewells)

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Foot Valve 1

Bends

Strainer 1

iv) Storage Capacity of Suction Source (Aquafier)

v) Working Volume of Source

vi) Suction Lift (from Datum Line)

viii) Availbility of Pressure Gauge Yes No

ix) Suction Pressure (Not Valid incase of Tubewells)

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe 8 inch

ii) Length of Discharge Pipe (Not known as directly connected to network underground)

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Control 1 Check 1

Bends Elbow 1

Strainer

iv) Storage Capacity of Discharge Destination (Not known as directly connected to network underground))

v) Working Volume of Discharge Destination (Not known as directly connected to network underground))

vi) Discharge Elevation (from Datum Line) (In case of no gauge)

vii) Availbility of Pressure Gauge Yes No (Installed by Team)

viii) Discharge Pressure 8 psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 80 hp 60 kW

iii) Voltage Range (Volts) 380 Volts

iv) Current (Ampere) 115

v) Power Factor (Cos ɸ) 0.85

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed 1,488 RPM

vii) Reference Frequency 50 C/S

viii) Insulation Class F

ix) Motor Frame Size 250 M

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 100 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant Not installed

Panel Condition/Issues poor

Gland Leakage significant leakage

Non Return Valve Not Woking

Chlorinator

Flow Meter not available

Pressure Gauge not available

Bore Hole in Front of Panno

Wiring poor

Housekeeping Fair

Motor Terminal ok

Foundation/Civil work ok

Ratchet Plate Faulty

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 8 inches (on which flowmeter is clamped)

v) Pipe Perimeter 730 mm (on which flowmeter is clamped)

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 130 m3/hr (Through Transit Time Ultrasonic Flowmeter) (estimated)

Velocity in Pipe 1.11 m/sec

Pressure

i) Pressure at Discharge Side of Pump 6 psig (estimated)

ii) Pressure at Suction Side of Pump (Not Valid incase of Tubewells)

iii) Water Shutoff Head

Levels

i) Static Water Level 38 meter Estimated

ii) Pumping Water Level 43 meter (estimated due to gland leakage and catching of wire by suction)

Electric Measurements

i) Voltage 377.5 379.2 383.7

ii) Ampere 70.2 74 78.2

iii) Power Factor 0.7

iv) Appearant Power (kVA) 48.8

v) Running Power (kW) 34.1

vi) Reactive Power (kVAr) 34.8

vi) Motor Working on Loading Basis 56.9 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor 1,491 RPM

ii) Speed of Pump Impeller 1,450 RPM

Noise Level

Noise Level (db(A)) Avg. Max: 91

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

Calculations

10

i) Drawdown of Pump (Pumping water level - Static Water Level) 16.4 ft

ii) Static Suction Head (Only for WW Pump) ft

iii) Suction Side Frictional Head (Only for WW Pump) ft

iv) Dynamic Suction Head (ii+iii) (Only for WW Pump) ft

v) Discharge Head (Pressure Gauge) 13.86 ft

vi) Discharge Side Frictional Head 3.26 ft

vii) Dynamic Discharge Head (v+vi) 17.12 ft

viii) Total Dynamic Head of Pump (TDH) (vii + Pumping Water Level) 158.16 ft

ix) Specific Capacity of Pump (Water Turbine) gpm/ft of drawdown 34.90

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 778

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 22.86 hp

xiv) Brake Horsepower (bhp) (OEM Data) 21.78 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 45.71 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 104.97 %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 50.01 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.26 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 15 hrs

xxi) Daily Pump flow 1,950 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 711,750 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 187,699 kWh/yr

xxv) Annual Energy Expenditure on Pumping 2,440,081 PKR/Yr

xxvi) Pumping System Efficiency after Improvement 62 %

xxvii) Water Flow after Efficiency Improvement 161 m3/hr

xxviii) Specific Energy Consumption at New Efficiency 0.21 kWh/m3

xxix) Potential of Energy Reduction 19.33 %

xxx) Reduced Annual Energy Consumption at Improved Efficiency 36,288 kWh/yr

xxxi) Annual Financial Saving on Pumping 471,740 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 50.01%. For pump attached with 80 HP motor, efficiency below 56% is considered to be LOW (>65.9 is excellent). This pumping system requires impellers adjustment. Efficiency will be improved from 50.01% to 62% with annual saving of Rs. 471,740. The motor loading will also be improved.

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 516,000 PKR

Control leakageLeakage at the pump gland

Replace Voltmeter Voltmeter is malfunctioning

Ampere meter is malfunctioning Replace Ampere meter

Pump is inefficient It needs impeller adjutment

Ratchet plate is not working Make ratchet plate operational

No VFD installed Install VFD

PFI panel is not installed Install 25 kvar PFI panel

Install digital pressure gauge at discahrge pipelineThere is no pressure gauge installed at discahrge pipeline

Improve wiring conditionWiring is not in safe condition

Non return valve is malfunctioning Replace Non return valve

water flow meter is not available Attach new water flow meter

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Sunny View Park

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact M Afzal

iv) Total Number of Pumps Installed 1

v) Total Number of Pumps in Operation 1

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty

Submersible Deep Well Water Turbine Pumps Qty 1

Centrifugal Pump Qty

vi) Operational Scheme of Pumps Qty

Independent 1

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 15 hrs/day

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

xiii) Availability of Chlorinator

Yes No

2 Pump Basic Information (Pump Ref # CITY_FWPS/WWDS_Pump #)

i) Type of Pump Deep Well

Submersible

Overhung

Between Bearing

ii) Mounting / Erection

Horizontal Vertical

Foundation

iii) Concrete Bolted Bolted

iv) Lubrication Type

Oil Water

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi 5

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Ground Water Aquafier Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Fresh Water Supply Network

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand KSB Pumps Country Pakistan

ii) Model Serial

iii) Certification Mark

iv) Year of Manufacture

v) Flowrate (Q) 2 Cusec 204 m3/hr

vi) Head (H) 250 ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP 71.9 BHP

ix) Speed (n) 2,900 RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) (Not Valid incase of Tubewells)

ii) Enter Length of Suction Pipe (ft) (Not Valid incase of Tubewells)

iii) Enter Fittings on Suction Pipe (Not Valid incase of Tubewells)

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Foot Valve 1

Bends

Strainer 1

iv) Storage Capacity of Suction Source (Aquafier)

v) Working Volume of Source

vi) Suction Lift (from Datum Line)

viii) Availbility of Pressure Gauge Yes No

ix) Suction Pressure (Not Valid incase of Tubewells)

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe 8 inch

ii) Length of Discharge Pipe (Not known as directly connected to network underground)

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Control 1 Check 1

Bends Elbow 1

Strainer

iv) Storage Capacity of Discharge Destination (Not known as directly connected to network underground))

v) Working Volume of Discharge Destination (Not known as directly connected to network underground))

vi) Discharge Elevation (from Datum Line) (In case of no gauge)

vii) Availbility of Pressure Gauge Yes No (Installed by Team)

viii) Discharge Pressure 4 psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 80 hp 60 kW

iii) Voltage Range (Volts) Volts

iv) Current (Ampere)

v) Power Factor (Cos ɸ)

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed RPM

vii) Reference Frequency C/S

viii) Insulation Class

ix) Motor Frame Size

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 200 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant 22.5kvar(Non-operational)

Panel Condition/Issues Excellent

Gland Leakage No leakage

Non Return Valve ok

Chlorinator Not available

Flow Meter Not available

Pressure Gauge Not available

Bore Hole in Front of Panno

Wiring good

Housekeeping Fair

Motor Terminal ok

Foundation/Civil work ok

Ratchet Plate

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 8 inches (on which flowmeter is clamped)

v) Pipe Perimeter 690 mm (on which flowmeter is clamped)

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 176 m3/hr (Through Transit Time Ultrasonic Flowmeter)

Velocity in Pipe 1.51 m/sec

Pressure

i) Pressure at Discharge Side of Pump 4 psig

ii) Pressure at Suction Side of Pump (Not Valid incase of Tubewells)

iii) Water Shutoff Head

Levels

i) Static Water Level 38 meter Estimated

ii) Pumping Water Level 43 meter (estimated due to gland leakage and catching of wire by suction)

Electric Measurements

i) Voltage 417.7 418.7 417

ii) Ampere 100.1 98 96.4

iii) Power Factor 0.74

iv) Appearant Power (kVA) 71

v) Running Power (kW) 52.5

vi) Reactive Power (kVAr) 47.7

vi) Motor Working on Loading Basis 87.5 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor RPM

ii) Speed of Pump Impeller 2,900 RPM

Noise Level

Noise Level (db(A)) Avg. Max:

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

Calculations

10

i) Drawdown of Pump (Pumping water level - Static Water Level) 16.4 ft

ii) Static Suction Head (Only for WW Pump) ft

iii) Suction Side Frictional Head (Only for WW Pump) ft

iv) Dynamic Suction Head (ii+iii) (Only for WW Pump) ft

v) Discharge Head (Pressure Gauge) 9.24 ft

vi) Discharge Side Frictional Head 5.92 ft

vii) Dynamic Discharge Head (v+vi) 15.16 ft

viii) Total Dynamic Head of Pump (TDH) (vii + Pumping Water Level) 156.20 ft

ix) Specific Capacity of Pump (Water Turbine) gpm/ft of drawdown 47.25

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 1,827

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 30.57 hp

xiv) Brake Horsepower (bhp) (OEM Data) 71.9 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 70.38 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 42.51 %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 43.43 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.30 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 15 hrs

xxi) Daily Pump flow 2,640 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 963,600 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 288,979 kWh/yr

xxv) Annual Energy Expenditure on Pumping 3,756,723 PKR/Yr

xxvi) Pumping System Efficiency after Improvement 62 %

xxvii) Water Flow after Efficiency Improvement 251 m3/hr

xxviii) Specific Energy Consumption at New Efficiency 0.21 kWh/m3

xxix) Potential of Energy Reduction 29.94 %

xxx) Reduced Annual Energy Consumption at Improved Efficiency 86,532 kWh/yr

xxxi) Annual Financial Saving on Pumping 1,124,914 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 43.43%. For pump attached with 80 HP motor, efficiency below 56% is considered to be LOW (>65.9 is excellent). This pumping system requires impellers adjustment and repair and maintenance. Efficiency will be improved from 43.43% to 62% with annual saving of Rs. 1,124,914.

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv) Pump is inefficient it needs impeller adjustment

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 525,000 PKR

Install digital pressure gauge at discahrge pipelineThere is no pressure gauge installed at discahrge pipeline

No VFD installed Install VFD

Attached water flow meter is not working Attach new water flow meter

Malfunctioning of PFI plantIt is recommened to change the control circuity of the pannel which includes HRC fuses, current transformer, magnetic contactors and control terminals

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Sansi Quarter

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact Aziz ur Rehman

iv) Total Number of Pumps Installed 1

v) Total Number of Pumps in Operation 1

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty 1

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty

vi) Operational Scheme of Pumps Qty

Independent 1

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 15 hrs/day

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

xiii) Availability of Chlorinator

Yes Not Working No

2 Pump Basic Information (Pump Ref # CITY_FWPS/WWDS_Pump #)

i) Type of Pump Deep Well

Submersible

Overhung

Between Bearing

ii) Mounting / Erection

Horizontal Vertical

Foundation

iii) Concrete Bolted Bolted

iv) Lubrication Type

Oil Water

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi 4

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Ground Water Aquafier Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Fresh Water Supply Network

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand Country

ii) Model Serial

iii) Certification Mark

iv) Year of Manufacture

v) Flowrate (Q) 4 Cusec 408 m3/hr

vi) Head (H) ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP BHP

ix) Speed (n) RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) (Not Valid incase of Tubewells)

ii) Enter Length of Suction Pipe (ft) (Not Valid incase of Tubewells)

iii) Enter Fittings on Suction Pipe (Not Valid incase of Tubewells)

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Foot Valve 1

Bends

Strainer 1

iv) Storage Capacity of Suction Source (Aquafier)

v) Working Volume of Source

vi) Suction Lift (from Datum Line)

viii) Availbility of Pressure Gauge Yes No

ix) Suction Pressure (Not Valid incase of Tubewells)

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe 10 inch

ii) Length of Discharge Pipe (Not known as directly connected to network underground)

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Control 1 Check 1

Bends Elbow 1

Strainer

iv) Storage Capacity of Discharge Destination (Not known as directly connected to network underground))

v) Working Volume of Discharge Destination (Not known as directly connected to network underground))

vi) Discharge Elevation (from Datum Line) (In case of no gauge)

vii) Availbility of Pressure Gauge Yes No (Installed by Team)

viii) Discharge Pressure 10 psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 150 hp 112.5 kW

iii) Voltage Range (Volts) 380 Volts

iv) Current (Ampere) 214

v) Power Factor (Cos ɸ) 0.85

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed 1,488 RPM

vii) Reference Frequency 50 C/S

viii) Insulation Class F

ix) Motor Frame Size 315 S

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 200 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant Not installed

Panel Condition/Issues poor

Gland Leakage significant leakage

Non Return Valve not working

Chlorinator not operational

Flow Meter not available

Pressure Gauge not available

Bore Hole in Front of Panno

Wiring poor

Housekeeping Fair

Motor Terminal open motor connections

Foundation/Civil work ok

Ratchet Plate Faulty

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 10 inches (on which flowmeter is clamped)

v) Pipe Perimeter 880 mm (on which flowmeter is clamped)

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 240 m3/hr (Through Transit Time Ultrasonic Flowmeter)

Velocity in Pipe 1.32 m/sec

Pressure

i) Pressure at Discharge Side of Pump 10 psig

ii) Pressure at Suction Side of Pump (Not Valid incase of Tubewells)

iii) Water Shutoff Head

Levels

i) Static Water Level 38 meter Estimated

ii) Pumping Water Level 43 meter (estimated due to gland leakage and catching of wire by suction)

Electric Measurements

i) Voltage 390.7 386 388

ii) Ampere 128 143 125

iii) Power Factor 0.79

iv) Appearant Power (kVA) 88.7

v) Running Power (kW) 70

vi) Reactive Power (kVAr) 54.4

vi) Motor Working on Loading Basis 63.7 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor 1,488 RPM

ii) Speed of Pump Impeller RPM

Noise Level

Noise Level (db(A)) Avg. Max: 90

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

Calculations

10

i) Drawdown of Pump (Pumping water level - Static Water Level) 16.4 ft

ii) Static Suction Head (Only for WW Pump) ft

iii) Suction Side Frictional Head (Only for WW Pump) ft

iv) Dynamic Suction Head (ii+iii) (Only for WW Pump) ft

v) Discharge Head (Pressure Gauge) 23.1 ft

vi) Discharge Side Frictional Head 4.31 ft

vii) Dynamic Discharge Head (v+vi) 27.41 ft

viii) Total Dynamic Head of Pump (TDH) (vii + Pumping Water Level) 168.45 ft

ix) Specific Capacity of Pump (Water Turbine) gpm/ft of drawdown 64.43

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 0

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 44.95 hp

xiv) Brake Horsepower (bhp) (OEM Data) 0 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 93.83 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 #DIV/0! %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 47.90 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.29 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 15 hrs

xxi) Daily Pump flow 3,600 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 1,314,000 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 385,305 kWh/yr

xxv) Annual Energy Expenditure on Pumping 5,008,964 PKR/Yr

xxvi) Pumping System Efficiency after Improvement 65 %

xxvii) Water Flow after Efficiency Improvement 326 m3/hr

xxviii) Specific Energy Consumption at New Efficiency 0.22 kWh/m3

xxix) Potential of Energy Reduction 26.30 %

xxx) Reduced Annual Energy Consumption at Improved Efficiency 101,341 kWh/yr

xxxi) Annual Financial Saving on Pumping 1,317,436 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 47.90%. For pump attached with 150 HP motor, efficiency below 58% is considered LOW. This pumping system requires impellers adjustment and repair and maintenance. The efficiency will be improved from 47.90% to 65% with annual saving of Rs. 1,317,436.

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 914,000 PKR

Voltmeter is malfunctioning Replace Voltmeter

Control leakagesignificant Leakage at the pump gland

Replace Non return valveNon return valve is leaking

No VFD installed Install VFD

Pump is inefficient it needs impeller adjustment

Ampere meter is malfunctioning Replace Ampere meter

There is no pressure gauge installed at discahrge pipeline Install digital pressure gauge at discahrge pipeline

PFI panel is not installed Install 50 kvar PFI panel

Make ratchet plate operationalRatchet plate is not working

Improve wiring conditionWiring is not in safe condition

Chlorinator is not working Attach chlorinator and make it operationalize

Attached water flow meter is not available Attach new water flow meter

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Angoori Bagh Scheme No.2

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact Naveed

iv) Total Number of Pumps Installed 1

v) Total Number of Pumps in Operation 1

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty 1

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty

vi) Operational Scheme of Pumps Qty

Independent 1

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 15 hrs/day

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

xiii) Availability of Chlorinator

Yes No

2 Pump Basic Information (Pump Ref # CITY_FWPS/WWDS_Pump #)

i) Type of Pump Deep Well

Submersible

Overhung

Between Bearing

ii) Mounting / Erection

Horizontal Vertical

Foundation

iii) Concrete Bolted Bolted

iv) Lubrication Type

Oil Water

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi 5

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Ground Water Aquafier Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Fresh Water Supply Network

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand Country

ii) Model Serial

iii) Certification Mark

iv) Year of Manufacture

v) Flowrate (Q) 2 Cusec 204 m3/hr

vi) Head (H) ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP BHP

ix) Speed (n) RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) (Not Valid incase of Tubewells)

ii) Enter Length of Suction Pipe (ft) (Not Valid incase of Tubewells)

iii) Enter Fittings on Suction Pipe (Not Valid incase of Tubewells)

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Foot Valve 1

Bends

Strainer 1

iv) Storage Capacity of Suction Source (Aquafier)

v) Working Volume of Source

vi) Suction Lift (from Datum Line)

viii) Availbility of Pressure Gauge Yes No

ix) Suction Pressure (Not Valid incase of Tubewells)

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe 8 inch

ii) Length of Discharge Pipe (Not known as directly connected to network underground)

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Control 1 Check 1

Bends Elbow 1

Strainer

iv) Storage Capacity of Discharge Destination (Not known as directly connected to network underground))

v) Working Volume of Discharge Destination (Not known as directly connected to network underground))

vi) Discharge Elevation (from Datum Line) (In case of no gauge)

vii) Availbility of Pressure Gauge Yes No (Installed by Team)

viii) Discharge Pressure 6 psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 80 hp 60 kW

iii) Voltage Range (Volts) 380 Volts

iv) Current (Ampere) 115

v) Power Factor (Cos ɸ) 0.85

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed 1,488 RPM

vii) Reference Frequency 50 C/S

viii) Insulation Class F

ix) Motor Frame Size 250 M

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 100 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant 15kvar(Non-operational)

Panel Condition/Issues Good

Gland Leakage Minor leakage

Non Return Valve ok

Chlorinator Not Available

Flow Meter Available(Not working)

Pressure Gauge Not Available

Bore Hole in Front of Panno

Wiring Good

Housekeeping Fair

Motor Terminal

Foundation/Civil work ok

Ratchet Plate ok

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 8 inches (on which flowmeter is clamped)

v) Pipe Perimeter 720 mm (on which flowmeter is clamped)

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 120 m3/hr (Through Transit Time Ultrasonic Flowmeter)

Velocity in Pipe 1.03 m/sec

Pressure

i) Pressure at Discharge Side of Pump 6 psig

ii) Pressure at Suction Side of Pump (Not Valid incase of Tubewells)

iii) Water Shutoff Head

Levels

i) Static Water Level 38 meter Estimated

ii) Pumping Water Level 43 meter (estimated due to gland leakage and catching of wire by suction)

Electric Measurements

i) Voltage 432 430 431.2

ii) Ampere 66.9 69.2 67.7

iii) Power Factor 0.79

iv) Appearant Power (kVA) 50.7

v) Running Power (kW) 40

vi) Reactive Power (kVAr) 31.1

vi) Motor Working on Loading Basis 66.7 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor 1,488 RPM

ii) Speed of Pump Impeller RPM

Noise Level

Noise Level (db(A)) Avg. Max:

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

Calculations

10

i) Drawdown of Pump (Pumping water level - Static Water Level) 16.4 ft

ii) Static Suction Head (Only for WW Pump) ft

iii) Suction Side Frictional Head (Only for WW Pump) ft

iv) Dynamic Suction Head (ii+iii) (Only for WW Pump) ft

v) Discharge Head (Pressure Gauge) 13.86 ft

vi) Discharge Side Frictional Head 2.79 ft

vii) Dynamic Discharge Head (v+vi) 16.65 ft

viii) Total Dynamic Head of Pump (TDH) (vii + Pumping Water Level) 157.69 ft

ix) Specific Capacity of Pump (Water Turbine) gpm/ft of drawdown 32.22

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 0

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 21.04 hp

xiv) Brake Horsepower (bhp) (OEM Data) 0 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 53.62 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 #DIV/0! %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 39.24 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.34 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 15 hrs

xxi) Daily Pump flow 1,800 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 657,000 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 220,174 kWh/yr

xxv) Annual Energy Expenditure on Pumping 2,862,265 PKR/Yr

xxvi) Pumping System Efficiency after Improvement 62 %

xxvii) Water Flow after Efficiency Improvement 190 m3/hr

xxviii) Specific Energy Consumption at New Efficiency 0.21 kWh/m3

xxix) Potential of Energy Reduction 36.71 %

xxx) Reduced Annual Energy Consumption at Improved Efficiency 80,831 kWh/yr

xxxi) Annual Financial Saving on Pumping 1,050,797 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 39.24% For pump attached with 80 HP motor, efficiency below 56% is considered to be LOW (> 65.9 is

excellent). This pumping system requires impeller adjustment,repair and maintenance. It is estimated that this impeller adjustment,repair and maintenance would increase pumping efficiency from 39.24% to 62% which is in the range of GOOD efficiency. This efficiency improvement will save about Rs. 1,050,797 per year.

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 554,000 PKR

Replace Voltmeter Voltmeter is malfunctioning

Replace Ampere meterAmpere meter is malfunctioning

Chlorinator is not avaialble Attach chlorinator and make it operationalize

Attached water flow meter is not working Attach new water flow meter

15 kvar PFI plant is non-operational It is recommended to replace it wit 25 kvar plant

Control leakageLeakage at the pump gland

System efficiency is low so Pump needs impeller adjustment, repair and mainte Pump needs impeller adjustment , repair and maintenance

No VFD installed Install VFD

There is no pressure gauge installed at discahrge pipeline Install digital pressure gauge at discahrge pipeline

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Azeem Ground

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact Shakeel

iv) Total Number of Pumps Installed 1

v) Total Number of Pumps in Operation 1

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty

Submersible Deep Well Water Turbine Pumps Qty 1

Centrifugal Pump Qty

vi) Operational Scheme of Pumps Qty

Independent 1

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 15 hrs/day

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

xiii) Availability of Chlorinator

Yes No

2 Pump Basic Information (Pump Ref # CITY_FWPS/WWDS_Pump #)

i) Type of Pump Deep Well

Submersible

Overhung

Between Bearing

ii) Mounting / Erection

Horizontal Vertical

Foundation

iii) Concrete Bolted Bolted

iv) Lubrication Type

Oil Water

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi 5

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Ground Water Aquafier Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Fresh Water Supply Network

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand KSB Pumps Country Pakistan

ii) Model BPN 400/03 Serial 9972397651/100

iii) Certification Mark

iv) Year of Manufacture

v) Flowrate (Q) 2 Cusec 204 m3/hr

vi) Head (H) 250 ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP 71.9 BHP

ix) Speed (n) 2,900 RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) (Not Valid incase of Tubewells)

ii) Enter Length of Suction Pipe (ft) (Not Valid incase of Tubewells)

iii) Enter Fittings on Suction Pipe (Not Valid incase of Tubewells)

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Foot Valve 1

Bends

Strainer 1

iv) Storage Capacity of Suction Source (Aquafier)

v) Working Volume of Source

vi) Suction Lift (from Datum Line)

viii) Availbility of Pressure Gauge Yes No

ix) Suction Pressure (Not Valid incase of Tubewells)

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe 8 inch

ii) Length of Discharge Pipe (Not known as directly connected to network underground)

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Control 1 Check 1

Bends Elbow 1

Strainer

iv) Storage Capacity of Discharge Destination (Not known as directly connected to network underground))

v) Working Volume of Discharge Destination (Not known as directly connected to network underground))

vi) Discharge Elevation (from Datum Line) (In case of no gauge)

vii) Availbility of Pressure Gauge Yes No (Installed by Team)

viii) Discharge Pressure 10 psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 80 hp 60 kW

iii) Voltage Range (Volts) Volts

iv) Current (Ampere)

v) Power Factor (Cos ɸ)

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed RPM

vii) Reference Frequency 50 C/S

viii) Insulation Class

ix) Motor Frame Size

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 100 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant 50kvar(Non-operational)

Panel Condition/Issues Excellent

Gland Leakage No leakage

Non Return Valve Not working(leak)

Chlorinator Not Available

Flow Meter Not Available

Pressure Gauge Yes

Bore Hole in Front of Panno

Wiring good

Housekeeping Fair

Motor Terminal ok

Foundation/Civil work ok

Ratchet Plate

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 8 inches (on which flowmeter is clamped)

v) Pipe Perimeter 720 mm (on which flowmeter is clamped)

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 258 m3/hr (Through Transit Time Ultrasonic Flowmeter)

Velocity in Pipe 2.21 m/sec

Pressure

i) Pressure at Discharge Side of Pump 10 psig

ii) Pressure at Suction Side of Pump (Not Valid incase of Tubewells)

iii) Water Shutoff Head

Levels

i) Static Water Level 38 meter Estimated

ii) Pumping Water Level 43 meter (estimated due to gland leakage and catching of wire by suction)

Electric Measurements

i) Voltage 388.4 386 386

ii) Ampere 107.5 104 116

iii) Power Factor 0.86

iv) Appearant Power (kVA) 73.1

v) Running Power (kW) 62.8

vi) Reactive Power (kVAr) 37.3

vi) Motor Working on Loading Basis 104.7 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor RPM

ii) Speed of Pump Impeller 2,900 RPM

Noise Level

Noise Level (db(A)) Avg. Max: 71

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

Calculations

10

i) Drawdown of Pump (Pumping water level - Static Water Level) 16.4 ft

ii) Static Suction Head (Only for WW Pump) ft

iii) Suction Side Frictional Head (Only for WW Pump) ft

iv) Dynamic Suction Head (ii+iii) (Only for WW Pump) ft

v) Discharge Head (Pressure Gauge) 23.1 ft

vi) Discharge Side Frictional Head 12.58 ft

vii) Dynamic Discharge Head (v+vi) 35.68 ft

viii) Total Dynamic Head of Pump (TDH) (vii + Pumping Water Level) 176.72 ft

ix) Specific Capacity of Pump (Water Turbine) gpm/ft of drawdown 69.27

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 2,017

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 50.69 hp

xiv) Brake Horsepower (bhp) (OEM Data) 71.9 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 84.18 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 70.51 %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 60.22 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.24 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 15 hrs

xxi) Daily Pump flow 3,870 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 1,412,550 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 345,674 kWh/yr

xxv) Annual Energy Expenditure on Pumping 4,493,757 PKR/Yr

xxvi) Pumping System Efficiency after Improvement 62 %

xxvii) Water Flow after Efficiency Improvement 266 m3/hr

xxviii) Specific Energy Consumption at New Efficiency 0.24 kWh/m3

xxix) Potential of Energy Reduction 2.87 %

xxx) Reduced Annual Energy Consumption at Improved Efficiency 9,927 kWh/yr

xxxi) Annual Financial Saving on Pumping 129,053 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 60.22%. For pump attached with 80 HP motor, efficiency between 56 - 61 is considered to be FAIR (> 65.9 is

excellent). This pumping system requires impeller adjustment. It is estimated that this impeller adjustment would increase pumping efficiency from 60.22% to 62% which is in the range of GOOD efficiency. This efficiency improvement will save about Rs. 129,053 per year. Motor is overloaded so install new motor.

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 483,000 PKR

Install VFDNo VFD installed

Pump needs impeller adjustment to increase water flow rate Adjust impellers

Malfunctioning of PFI plantIt is recommened to change the control circuity of the pannel which includes HRC fuses, current transformer, magnetic contactors and control terminals for

Install digital pressure gauge at discahrge pipelineThere is no digital pressure gauge at discahrge pipeline

Chlorinator is not avaialble Attach chlorinator and make it operationalize

Attached water flow meter is not working Attach new water flow meter

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station B.T.H Drain (Muslim Colony)

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact Imran

iv) Total Number of Pumps Installed 1

v) Total Number of Pumps in Operation 1

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty 1

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty

vi) Operational Scheme of Pumps Qty

Independent 1

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 15 hrs/day

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

xiii) Availability of Chlorinator

Yes No

2 Pump Basic Information (Pump Ref # CITY_FWPS/WWDS_Pump #)

i) Type of Pump Deep Well

Submersible

Overhung

Between Bearing

ii) Mounting / Erection

Horizontal Vertical

Foundation

iii) Concrete Bolted Bolted

iv) Lubrication Type

Oil Water

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi 4

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Ground Water Aquafier Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Fresh Water Supply Network

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand KSB Pumps Country Pakistan

ii) Model B. 14 B/4 Serial 9972384100/100

iii) Certification Mark

iv) Year of Manufacture 2013

v) Flowrate (Q) 4 Cusec 408 m3/hr

vi) Head (H) 210 ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP 124.6 BHP

ix) Speed (n) 1,450 RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) (Not Valid incase of Tubewells)

ii) Enter Length of Suction Pipe (ft) (Not Valid incase of Tubewells)

iii) Enter Fittings on Suction Pipe (Not Valid incase of Tubewells)

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Foot Valve 1

Bends

Strainer 1

iv) Storage Capacity of Suction Source (Aquafier)

v) Working Volume of Source

vi) Suction Lift (from Datum Line)

viii) Availbility of Pressure Gauge Yes No

ix) Suction Pressure (Not Valid incase of Tubewells)

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe 10 inch

ii) Length of Discharge Pipe (Not known as directly connected to network underground)

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Control 1 Check 1

Bends Elbow 1

Strainer

iv) Storage Capacity of Discharge Destination (Not known as directly connected to network underground))

v) Working Volume of Discharge Destination (Not known as directly connected to network underground))

vi) Discharge Elevation (from Datum Line) (In case of no gauge)

vii) Availbility of Pressure Gauge Yes No (Installed by Team)

viii) Discharge Pressure 10 psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 150 hp 112.5 kW

iii) Voltage Range (Volts) 380 Volts

iv) Current (Ampere) 214

v) Power Factor (Cos ɸ) 0.85

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed 1,488 RPM

vii) Reference Frequency 50 C/S

viii) Insulation Class F

ix) Motor Frame Size 315 S

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 200 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant 50kvar(operational)

Panel Condition/Issues Excellent

Gland Leakage moderate leakage

Non Return Valve Not Working

Chlorinator Not Available

Flow Meter Not Available

Pressure Gauge Not Available

Bore Hole in Front of Panno

Wiring Good

Housekeeping Fair

Motor Terminal

Foundation/Civil work ok

Ratchet Plate ok

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 10 inches (on which flowmeter is clamped)

v) Pipe Perimeter 870 mm (on which flowmeter is clamped)

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 410 m3/hr (Through Transit Time Ultrasonic Flowmeter)

Velocity in Pipe 2.25 m/sec

Pressure

i) Pressure at Discharge Side of Pump 10 psig

ii) Pressure at Suction Side of Pump (Not Valid incase of Tubewells)

iii) Water Shutoff Head

Levels

i) Static Water Level 38 meter Estimated

ii) Pumping Water Level 43 meter (estimated due to gland leakage and catching of wire by suction)

Electric Measurements

i) Voltage 398 397.2 395.2

ii) Ampere 176.3 172 170

iii) Power Factor 0.87

iv) Appearant Power (kVA) 118.6

v) Running Power (kW) 103.2

vi) Reactive Power (kVAr) 58.5

vi) Motor Working on Loading Basis 93.8 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor 1,488 RPM

ii) Speed of Pump Impeller 1,450 RPM

Noise Level

Noise Level (db(A)) Avg. Max: 91.6

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

Calculations

10

i) Drawdown of Pump (Pumping water level - Static Water Level) 16.4 ft

ii) Static Suction Head (Only for WW Pump) ft

iii) Suction Side Frictional Head (Only for WW Pump) ft

iv) Dynamic Suction Head (ii+iii) (Only for WW Pump) ft

v) Discharge Head (Pressure Gauge) 23.1 ft

vi) Discharge Side Frictional Head 12.40 ft

vii) Dynamic Discharge Head (v+vi) 35.50 ft

viii) Total Dynamic Head of Pump (TDH) (vii + Pumping Water Level) 176.54 ft

ix) Specific Capacity of Pump (Water Turbine) gpm/ft of drawdown 110.08

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 1,272

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 80.48 hp

xiv) Brake Horsepower (bhp) (OEM Data) 124.6 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 138.34 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 64.59 %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 58.18 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.25 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 15 hrs

xxi) Daily Pump flow 6,150 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 2,244,750 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 568,050 kWh/yr

xxv) Annual Energy Expenditure on Pumping 7,384,645 PKR/Yr

xxvi) Pumping System Efficiency after Improvement 65 %

xxvii) Water Flow after Efficiency Improvement 458 m3/hr

xxviii) Specific Energy Consumption at New Efficiency 0.23 kWh/m3

xxix) Potential of Energy Reduction 10.50 %

xxx) Reduced Annual Energy Consumption at Improved Efficiency 59,630 kWh/yr

xxxi) Annual Financial Saving on Pumping 775,185 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 58.18%. For pump attached with 80 HP motor, efficiency between 58.1% - 63.4% is considered to be FAIR (>

68.9 is excellent). This pumping system requires impeller adjustment. It is estimated that this impeller adjustment would increase pumping efficiency from 58.18% to 65% which is in the range of GOOD efficiency. This efficiency improvement will save about Rs. 775,185 per year.

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 763,000 PKR

Install VFDNo VFD installed

Install digital pressure gauge at discahrge pipelineThere is no pressure gauge installed at discahrge pipeline

Chlorinator is not avaialble Attach chlorinator and make it operationalize

Water flow meter is not available Attach new water flow meter

Leakage at the pump gland Control leakage

Adjust impellersPump needs impeller adjustment to increase water flow rate

Non return valve is not working Attach new Non return valve

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Baba Bari Pir

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact NA

iv) Total Number of Pumps Installed 1

v) Total Number of Pumps in Operation 1

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty 1

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty

vi) Operational Scheme of Pumps Qty

Independent 1

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 15 hrs/day

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

xiii) Availability of Chlorinator

Yes No

2 Pump Basic Information (Pump Ref # CITY_FWPS/WWDS_Pump #)

i) Type of Pump Deep Well

Submersible

Overhung

Between Bearing

ii) Mounting / Erection

Horizontal Vertical

Foundation

iii) Concrete Bolted Bolted

iv) Lubrication Type

Oil Water

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi 5

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Ground Water Aquafier Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Fresh Water Supply Network

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand Country

ii) Model Serial

iii) Certification Mark

iv) Year of Manufacture

v) Flowrate (Q) 2 Cusec 204 m3/hr

vi) Head (H) ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP BHP

ix) Speed (n) RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) (Not Valid incase of Tubewells)

ii) Enter Length of Suction Pipe (ft) (Not Valid incase of Tubewells)

iii) Enter Fittings on Suction Pipe (Not Valid incase of Tubewells)

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Foot Valve 1

Bends

Strainer 1

iv) Storage Capacity of Suction Source (Aquafier)

v) Working Volume of Source

vi) Suction Lift (from Datum Line)

viii) Availbility of Pressure Gauge Yes No

ix) Suction Pressure (Not Valid incase of Tubewells)

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe 8 inch

ii) Length of Discharge Pipe (Not known as directly connected to network underground)

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Control 1 Check 1

Bends Elbow 1

Strainer

iv) Storage Capacity of Discharge Destination (Not known as directly connected to network underground))

v) Working Volume of Discharge Destination (Not known as directly connected to network underground))

vi) Discharge Elevation (from Datum Line) (In case of no gauge)

vii) Availbility of Pressure Gauge Yes No (Installed by Team)

viii) Discharge Pressure 6 psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 40 hp 30 kW

iii) Voltage Range (Volts) Volts

iv) Current (Ampere)

v) Power Factor (Cos ɸ)

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed RPM

vii) Reference Frequency 50 C/S

viii) Insulation Class

ix) Motor Frame Size

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 50 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant Not installed

Panel Condition/Issues Fair

Gland Leakage Minor leakage

Non Return Valve Not Working

Chlorinator Not Available

Flow Meter Not Available

Pressure Gauge Not Available

Bore Hole in Front of Panno

Wiring Fair

Housekeeping Fair

Motor Terminal open and loose

Foundation/Civil work ok

Ratchet Plate Not Working

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 8 inches (on which flowmeter is clamped)

v) Pipe Perimeter mm (on which flowmeter is clamped)

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 40 m3/hr (Through Transit Time Ultrasonic Flowmeter)

Velocity in Pipe 0.34 m/sec

Pressure

i) Pressure at Discharge Side of Pump 6 psig

ii) Pressure at Suction Side of Pump (Not Valid incase of Tubewells)

iii) Water Shutoff Head

Levels

i) Static Water Level 38 meter Estimated

ii) Pumping Water Level 43 meter (estimated due to gland leakage and catching of wire by suction)

Electric Measurements

i) Voltage 390 389 388.2

ii) Ampere 40.2 41 43

iii) Power Factor 0.76

iv) Appearant Power (kVA) 27.9

v) Running Power (kW) 21.2

vi) Reactive Power (kVAr) 18.1

vi) Motor Working on Loading Basis 70.6 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor RPM

ii) Speed of Pump Impeller RPM

Noise Level

Noise Level (db(A)) Avg. Max: 90

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

Calculations

10

i) Drawdown of Pump (Pumping water level - Static Water Level) 16.4 ft

ii) Static Suction Head (Only for WW Pump) ft

iii) Suction Side Frictional Head (Only for WW Pump) ft

iv) Dynamic Suction Head (ii+iii) (Only for WW Pump) ft

v) Discharge Head (Pressure Gauge) 13.86 ft

vi) Discharge Side Frictional Head 0.32 ft

vii) Dynamic Discharge Head (v+vi) 14.18 ft

viii) Total Dynamic Head of Pump (TDH) (vii + Pumping Water Level) 155.22 ft

ix) Specific Capacity of Pump (Water Turbine) gpm/ft of drawdown 10.74

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 0

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 6.90 hp

xiv) Brake Horsepower (bhp) (OEM Data) 0 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 28.42 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 #DIV/0! %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 24.29 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.53 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 15 hrs

xxi) Daily Pump flow 600 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 219,000 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 116,692 kWh/yr

xxv) Annual Energy Expenditure on Pumping 1,517,001 PKR/Yr

xxvi) Pumping System Efficiency after Improvement 62 %

xxvii) Water Flow after Efficiency Improvement 102 m3/hr

xxviii) Specific Energy Consumption at New Efficiency 0.21 kWh/m3

xxix) Potential of Energy Reduction 60.82 %

xxx) Reduced Annual Energy Consumption at Improved Efficiency 70,971 kWh/yr

xxxi) Annual Financial Saving on Pumping 922,621 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 24.29%. For pump attached with 40 HP motor, efficiency below 52% is considered to be LOW ( > 62% is

excellent). This pumping system requires change(Motor and Pump). It is estimated that this pumping system requires change(Motor and Pump) would increase pumping efficiency from 24.29% to 62% which is in the range of GOOD efficiency. This efficiency improvement will save about Rs. 922,621 per year.

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 3,323,500 PKR

Replace Ampere meterAmpere meter is malfunctioning

Install VFDNo VFD installed

Chlorinator is not avaialble Attach chlorinator and make it operationalize

Water flow meter is not available Attach new water flow meter

PFI panel is not installed Install 25 kvar PFI panel

Control leakageMinor Leakage at the pump gland

Change motor with 80 hp and also change pumpPumping system requires change(Motor and Pump)

Non return valve is not working Change Non return valve

There is no pressure gauge installed at discahrge pipeline Install digital pressure gauge at discahrge pipeline

Ratchet plate is not working Make it operational

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Baja Line

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact Ahsan Ali

iv) Total Number of Pumps Installed 1

v) Total Number of Pumps in Operation 1

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty 1

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty

vi) Operational Scheme of Pumps Qty

Independent 1

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 15 hrs/day

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

xiii) Availability of Chlorinator

Yes No

2 Pump Basic Information (Pump Ref # CITY_FWPS/WWDS_Pump #)

i) Type of Pump Deep Well

Submersible

Overhung

Between Bearing

ii) Mounting / Erection

Horizontal Vertical

Foundation

iii) Concrete Bolted Bolted

iv) Lubrication Type

Oil Water

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi 5

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Ground Water Aquafier Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Fresh Water Supply Network

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand KSB Pumps Country Pakistan

ii) Model B. 12 B/5 Serial 21-05-10-4337

iii) Certification Mark

iv) Year of Manufacture 2006

v) Flowrate (Q) 2 Cusec 204 m3/hr

vi) Head (H) 220 ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP 62.74 BHP

ix) Speed (n) 1,475 RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) (Not Valid incase of Tubewells)

ii) Enter Length of Suction Pipe (ft) (Not Valid incase of Tubewells)

iii) Enter Fittings on Suction Pipe (Not Valid incase of Tubewells)

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Foot Valve 1

Bends

Strainer 1

iv) Storage Capacity of Suction Source (Aquafier)

v) Working Volume of Source

vi) Suction Lift (from Datum Line)

viii) Availbility of Pressure Gauge Not Working Yes No

ix) Suction Pressure (Not Valid incase of Tubewells)

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe 8 inch

ii) Length of Discharge Pipe (Not known as directly connected to network underground)

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Control 1 Check 1

Bends Elbow 1

Strainer

iv) Storage Capacity of Discharge Destination (Not known as directly connected to network underground))

v) Working Volume of Discharge Destination (Not known as directly connected to network underground))

vi) Discharge Elevation (from Datum Line) (In case of no gauge)

vii) Availbility of Pressure Gauge Not Working Yes No (Installed by Team)

viii) Discharge Pressure 8 psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 80 hp 60 kW

iii) Voltage Range (Volts) 380 Volts

iv) Current (Ampere) 115

v) Power Factor (Cos ɸ) 0.85

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed 1,488 RPM

vii) Reference Frequency 50 C/S

viii) Insulation Class F

ix) Motor Frame Size 250 M

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 100 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant 25kvar(Non-operational )

Panel Condition/Issues Very poor

Gland Leakage moderate leakage

Non Return Valve ok

Chlorinator Not Available

Flow Meter Available(Working)

Pressure Gauge Available(Not Working)

Bore Hole in Front of Panyes

Wiring poor

Housekeeping Fair

Motor Terminal no terminal box

Foundation/Civil work ok

Ratchet Plate Not Working

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 8 inches (on which flowmeter is clamped)

v) Pipe Perimeter mm (on which flowmeter is clamped)

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 156 m3/hr (Through Transit Time Ultrasonic Flowmeter)

Velocity in Pipe 1.34 m/sec

Pressure

i) Pressure at Discharge Side of Pump 8 psig

ii) Pressure at Suction Side of Pump (Not Valid incase of Tubewells)

iii) Water Shutoff Head

Levels

i) Static Water Level 38 meter Estimated

ii) Pumping Water Level 43 meter (estimated due to gland leakage and catching of wire by suction)

Electric Measurements

i) Voltage 409 406.6 407.5

ii) Ampere 69.1 69.7 70.2

iii) Power Factor 0.78

iv) Appearant Power (kVA) 49.1

v) Running Power (kW) 38.3

vi) Reactive Power (kVAr) 30.7

vi) Motor Working on Loading Basis 63.9 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor 1,488 RPM

ii) Speed of Pump Impeller 1,475 RPM

Noise Level

Noise Level (db(A)) Avg. Max:

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

Calculations

10

i) Drawdown of Pump (Pumping water level - Static Water Level) 16.4 ft

ii) Static Suction Head (Only for WW Pump) ft

iii) Suction Side Frictional Head (Only for WW Pump) ft

iv) Dynamic Suction Head (ii+iii) (Only for WW Pump) ft

v) Discharge Head (Pressure Gauge) 18.48 ft

vi) Discharge Side Frictional Head 4.67 ft

vii) Dynamic Discharge Head (v+vi) 23.15 ft

viii) Total Dynamic Head of Pump (TDH) (vii + Pumping Water Level) 164.19 ft

ix) Specific Capacity of Pump (Water Turbine) gpm/ft of drawdown 41.88

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 843

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 28.48 hp

xiv) Brake Horsepower (bhp) (OEM Data) 62.74 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 51.34 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 45.39 %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 55.47 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.25 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 15 hrs

xxi) Daily Pump flow 2,340 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 854,100 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 210,817 kWh/yr

xxv) Annual Energy Expenditure on Pumping 2,740,619 PKR/Yr

xxvi) Pumping System Efficiency after Improvement 62 %

xxvii) Water Flow after Efficiency Improvement 174 m3/hr

xxviii) Specific Energy Consumption at New Efficiency 0.22 kWh/m3

xxix) Potential of Energy Reduction 10.53 %

xxx) Reduced Annual Energy Consumption at Improved Efficiency 22,199 kWh/yr

xxxi) Annual Financial Saving on Pumping 288,584 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 55.47%. For pump attached with 80 HP motor, efficiency below 56% is considered to be LOW (> 65.9 is

excellent). This pumping system requires impeller adjustment. It is estimated that this impeller adjustment would increase pumping efficiency from 55.47% to 62% which is in the range of GOOD efficiency. This efficiency improvement will save about Rs. 288,584 per year.

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 458,000 PKR

Install MCCBMotor MCCB is not attached

Improve wiring conditionWiring is not in safe condition

Chlorinator is not avaialble Attach chlorinator and make it operationalize

Bore hole is in front of panel cChange panel location

Malfunctioning of PFI plantIt is recommened to change the control circuity of the pannel which includes HRC fuses, current transformer, magnetic contactors and control terminals

Control leakageLeakage at the pump gland

Make it operationalRatchet plate is not working

No VFD installed Install VFD

Pump needs impeller adjustment to increase water flow rate Adjust impellers

There is no digital pressure gauge installed at discahrge pipeline Install digital pressure gauge at discahrge pipeline

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Faisal Children Park

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact NA

iv) Total Number of Pumps Installed 1

v) Total Number of Pumps in Operation 1

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty 1

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty

vi) Operational Scheme of Pumps Qty

Independent 1

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 15 hrs/day

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

xiii) Availability of Chlorinator

Yes Not Working No

2 Pump Basic Information (Pump Ref # CITY_FWPS/WWDS_Pump #)

i) Type of Pump Deep Well

Submersible

Overhung

Between Bearing

ii) Mounting / Erection

Horizontal Vertical

Foundation

iii) Concrete Bolted Bolted

iv) Lubrication Type

Oil Water

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi 5

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Ground Water Aquafier Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Fresh Water Supply Network

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand KSB Pumps Country Pakistan

ii) Model B. 12 B/5 Serial 21/06/10

iii) Certification Mark

iv) Year of Manufacture 2006

v) Flowrate (Q) 2 Cusec 204 m3/hr

vi) Head (H) 220 ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP 62.93 BHP

ix) Speed (n) 1,450 RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) (Not Valid incase of Tubewells)

ii) Enter Length of Suction Pipe (ft) (Not Valid incase of Tubewells)

iii) Enter Fittings on Suction Pipe (Not Valid incase of Tubewells)

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Foot Valve 1

Bends

Strainer 1

iv) Storage Capacity of Suction Source (Aquafier)

v) Working Volume of Source

vi) Suction Lift (from Datum Line)

viii) Availbility of Pressure Gauge Yes No

ix) Suction Pressure (Not Valid incase of Tubewells)

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe 8 inch

ii) Length of Discharge Pipe (Not known as directly connected to network underground)

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Control 1 Check 1

Bends Elbow 1

Strainer

iv) Storage Capacity of Discharge Destination (Not known as directly connected to network underground))

v) Working Volume of Discharge Destination (Not known as directly connected to network underground))

vi) Discharge Elevation (from Datum Line) (In case of no gauge)

vii) Availbility of Pressure Gauge Yes No (Installed by Team)

viii) Discharge Pressure 28 psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 80 hp 60 kW

iii) Voltage Range (Volts) Volts

iv) Current (Ampere)

v) Power Factor (Cos ɸ)

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed RPM

vii) Reference Frequency 50 C/S

viii) Insulation Class

ix) Motor Frame Size

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 100 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant 25kvar(non operational)

Panel Condition/Issues Good

Gland Leakage significant leakage

Non Return Valve Not Working

Chlorinator Not Working

Flow Meter Not Working

Pressure Gauge Not Available

Bore Hole in Front of Panno

Wiring good

Housekeeping Fair

Motor Terminal ok

Foundation/Civil work ok

Ratchet Plate Not Working

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 8 inches (on which flowmeter is clamped)

v) Pipe Perimeter 720 mm (on which flowmeter is clamped)

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 135 m3/hr (Through Transit Time Ultrasonic Flowmeter)

Velocity in Pipe 1.16 m/sec

Pressure

i) Pressure at Discharge Side of Pump 28 psig

ii) Pressure at Suction Side of Pump (Not Valid incase of Tubewells)

iii) Water Shutoff Head

Levels

i) Static Water Level 38 meter Estimated

ii) Pumping Water Level 43 meter (estimated due to gland leakage and catching of wire by suction)

Electric Measurements

i) Voltage 366.1 368.7 364.8

ii) Ampere 70.8 74.2 78.3

iii) Power Factor 0.84

iv) Appearant Power (kVA) 47.2

v) Running Power (kW) 39.6

vi) Reactive Power (kVAr) 25.6

vi) Motor Working on Loading Basis 66.1 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor RPM

ii) Speed of Pump Impeller RPM

Noise Level

Noise Level (db(A)) Avg. Max: 92.2

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

Calculations

10

i) Drawdown of Pump (Pumping water level - Static Water Level) 16.4 ft

ii) Static Suction Head (Only for WW Pump) ft

iii) Suction Side Frictional Head (Only for WW Pump) ft

iv) Dynamic Suction Head (ii+iii) (Only for WW Pump) ft

v) Discharge Head (Pressure Gauge) 64.68 ft

vi) Discharge Side Frictional Head 3.52 ft

vii) Dynamic Discharge Head (v+vi) 68.20 ft

viii) Total Dynamic Head of Pump (TDH) (vii + Pumping Water Level) 209.24 ft

ix) Specific Capacity of Pump (Water Turbine) gpm/ft of drawdown 36.24

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 0

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 31.41 hp

xiv) Brake Horsepower (bhp) (OEM Data) 62.93 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 53.08 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 49.91 %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 59.17 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.29 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 15 hrs

xxi) Daily Pump flow 2,025 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 739,125 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 217,973 kWh/yr

xxv) Annual Energy Expenditure on Pumping 2,833,643 PKR/Yr

xxvi) Pumping System Efficiency after Improvement 62 %

xxvii) Water Flow after Efficiency Improvement 141 m3/hr

xxviii) Specific Energy Consumption at New Efficiency 0.28 kWh/m3

xxix) Potential of Energy Reduction 4.57 %

xxx) Reduced Annual Energy Consumption at Improved Efficiency 9,967 kWh/yr

xxxi) Annual Financial Saving on Pumping 129,567 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 59.17%. For pump attached with 80 HP motor, efficiency between 56 - 61% is considered to be FAIR (> 65.9 is

excellent). This pumping system requires impeller adjustment. It is estimated that this impeller adjustment would increase pumping efficiency from 59.17% to 62% which is in the range of GOOD efficiency. This efficiency improvement will save about Rs.129,567 per year.

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 484,000 PKR

Replace Voltmeter Voltmeter is malfunctioning

Replace Ampere meterAmpere meter is malfunctioning

Chlorinator is not working Attach chlorinator and make it operationalize

Attached water flow meter is not working Attach new water flow meter

Malfunctioning of PFI plantIt is recommened to change the control circuity of the pannel which includes HRC fuses, current transformer, magnetic contactors and control terminals for

Control leakageLeakage at the pump gland

Install VFDNo VFD installed

Pump needs impeller adjustment to increase water flow rate Adjust impellers

There is no pressure gauge installed at discahrge pipeline Install digital pressure gauge at discahrge pipeline

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Fayyaz Park

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact M.Shahbaz

iv) Total Number of Pumps Installed 1

v) Total Number of Pumps in Operation 1

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty 1

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty

vi) Operational Scheme of Pumps Qty

Independent 1

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 15 hrs/day

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

xiii) Availability of Chlorinator

Yes No

2 Pump Basic Information (Pump Ref # CITY_FWPS/WWDS_Pump #)

i) Type of Pump Deep Well

Submersible

Overhung

Between Bearing

ii) Mounting / Erection

Horizontal Vertical

Foundation

iii) Concrete Bolted Bolted

iv) Lubrication Type

Oil Water

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi 4

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Ground Water Aquafier Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Fresh Water Supply Network

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand KSB Pumps Country Pakistan

ii) Model B. 14 B/4 Serial 14-2835

iii) Certification Mark

iv) Year of Manufacture 2005

v) Flowrate (Q) 4 Cusec 408 m3/hr

vi) Head (H) 210 ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP 116.59 BHP

ix) Speed (n) 1,450 RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) (Not Valid incase of Tubewells)

ii) Enter Length of Suction Pipe (ft) (Not Valid incase of Tubewells)

iii) Enter Fittings on Suction Pipe (Not Valid incase of Tubewells)

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Foot Valve 1

Bends

Strainer 1

iv) Storage Capacity of Suction Source (Aquafier)

v) Working Volume of Source

vi) Suction Lift (from Datum Line)

viii) Availbility of Pressure Gauge Not Working Yes No

ix) Suction Pressure (Not Valid incase of Tubewells)

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe 10 inch

ii) Length of Discharge Pipe (Not known as directly connected to network underground)

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Control 1 Check 1

Bends Elbow 1

Strainer

iv) Storage Capacity of Discharge Destination (Not known as directly connected to network underground))

v) Working Volume of Discharge Destination (Not known as directly connected to network underground))

vi) Discharge Elevation (from Datum Line) (In case of no gauge)

vii) Availbility of Pressure Gauge Not Working Yes No (Installed by Team)

viii) Discharge Pressure 6 psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 150 hp 112.5 kW

iii) Voltage Range (Volts) 380 Volts

iv) Current (Ampere) 214

v) Power Factor (Cos ɸ) 0.85

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed 1,488 RPM

vii) Reference Frequency 50 C/S

viii) Insulation Class F

ix) Motor Frame Size 315 S

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 200 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant Not installed

Panel Condition/Issues Very poor

Gland Leakage moderate leakage

Non Return Valve ok

Chlorinator Not Available

Flow Meter Not Available

Pressure Gauge Available(not working)

Bore Hole in Front of PanYes

Wiring poor

Housekeeping Fair

Motor Terminal

Foundation/Civil work ok

Ratchet Plate Not Working

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 10 inches (on which flowmeter is clamped)

v) Pipe Perimeter 890 mm (on which flowmeter is clamped)

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 200 m3/hr (Through Transit Time Ultrasonic Flowmeter)

Velocity in Pipe 1.10 m/sec

Pressure

i) Pressure at Discharge Side of Pump 6 psig

ii) Pressure at Suction Side of Pump (Not Valid incase of Tubewells)

iii) Water Shutoff Head

Levels

i) Static Water Level 38 meter Estimated

ii) Pumping Water Level 43 meter (estimated due to gland leakage and catching of wire by suction)

Electric Measurements

i) Voltage 385 379 379

ii) Ampere 127 123 122

iii) Power Factor 0.8

iv) Appearant Power (kVA) 81.7

v) Running Power (kW) 65.4

vi) Reactive Power (kVAr) 49

vi) Motor Working on Loading Basis 59.4 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor 1,488 RPM

ii) Speed of Pump Impeller 1,450 RPM

Noise Level

Noise Level (db(A)) Avg. Max: 90.3

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

Calculations

10

i) Drawdown of Pump (Pumping water level - Static Water Level) 16.4 ft

ii) Static Suction Head (Only for WW Pump) ft

iii) Suction Side Frictional Head (Only for WW Pump) ft

iv) Dynamic Suction Head (ii+iii) (Only for WW Pump) ft

v) Discharge Head (Pressure Gauge) 13.86 ft

vi) Discharge Side Frictional Head 3.01 ft

vii) Dynamic Discharge Head (v+vi) 16.87 ft

viii) Total Dynamic Head of Pump (TDH) (vii + Pumping Water Level) 157.91 ft

ix) Specific Capacity of Pump (Water Turbine) gpm/ft of drawdown 53.70

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 966

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 35.11 hp

xiv) Brake Horsepower (bhp) (OEM Data) 116.59 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 87.67 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 30.12 %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 40.05 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.33 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 15 hrs

xxi) Daily Pump flow 3,000 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 1,095,000 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 359,985 kWh/yr

xxv) Annual Energy Expenditure on Pumping 4,679,804 PKR/Yr

xxvi) Pumping System Efficiency after Improvement 65 %

xxvii) Water Flow after Efficiency Improvement 325 m3/hr

xxviii) Specific Energy Consumption at New Efficiency 0.20 kWh/m3

xxix) Potential of Energy Reduction 38.38 %

xxx) Reduced Annual Energy Consumption at Improved Efficiency 138,158 kWh/yr

xxxi) Annual Financial Saving on Pumping 1,796,052 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 40.05%. For pump attached with 150 HP motor, efficiency below 58% is considered to be LOW (> 68.9 is

excellent). This pumping system requires impeller adjustment,repair and maintenance. It is estimated that this impeller adjustment,repair and maintenance would increase pumping efficiency from 40.05% to 65% which is in the range of GOOD efficiency. This efficiency improvement will save about Rs. 1,796,052 per year.

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 893,000 PKR

Install VFDNo VFD installed

Improve wiring conditionWiring is not in safe condition

Chlorinator is not avaialble Attach chlorinator and make it operationalize

Water flow meter is not available Attach new water flow meter

PFI panel is not installed Install 50kvar PFI panel

Control leakageLeakage at the pump gland

Change panel locationBore hole is in front of panel

Ratchet plate is not working Make it operational

Pump needs impeller adjustment , repair and maintenance System efficiency is low so Pump needs impeller adjustment, repair and mainte

There is no pressure gauge installed at discahrge pipeline Install digital pressure gauge at discahrge pipeline

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Gosha-e-Angoori

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact Sabir Hussain

iv) Total Number of Pumps Installed 1

v) Total Number of Pumps in Operation 1

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty 1

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty

vi) Operational Scheme of Pumps Qty

Independent 1

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 15 hrs/day

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

xiii) Availability of Chlorinator

Yes Not Working No

2 Pump Basic Information (Pump Ref # CITY_FWPS/WWDS_Pump #)

i) Type of Pump Deep Well

Submersible

Overhung

Between Bearing

ii) Mounting / Erection

Horizontal Vertical

Foundation

iii) Concrete Bolted Bolted

iv) Lubrication Type

Oil Water

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi 4

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Ground Water Aquafier Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Fresh Water Supply Network

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand KSB Pumps Country Pakistan

ii) Model B. 14 B/4 Serial 21-05-10-4332

iii) Certification Mark

iv) Year of Manufacture 2006

v) Flowrate (Q) 4 Cusec 408 m3/hr

vi) Head (H) 220 ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP 122.63 BHP

ix) Speed (n) 1,485 RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) (Not Valid incase of Tubewells)

ii) Enter Length of Suction Pipe (ft) (Not Valid incase of Tubewells)

iii) Enter Fittings on Suction Pipe (Not Valid incase of Tubewells)

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Foot Valve 1

Bends

Strainer 1

iv) Storage Capacity of Suction Source (Aquafier)

v) Working Volume of Source

vi) Suction Lift (from Datum Line)

viii) Availbility of Pressure Gauge Not Working Yes No

ix) Suction Pressure (Not Valid incase of Tubewells)

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe 10 inch

ii) Length of Discharge Pipe (Not known as directly connected to network underground)

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Control 1 Check 1

Bends Elbow 1

Strainer

iv) Storage Capacity of Discharge Destination (Not known as directly connected to network underground))

v) Working Volume of Discharge Destination (Not known as directly connected to network underground))

vi) Discharge Elevation (from Datum Line) (In case of no gauge)

vii) Availbility of Pressure Gauge Not Working Yes No (Installed by Team)

viii) Discharge Pressure 10 psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 150 hp 112.5 kW

iii) Voltage Range (Volts) 380 Volts

iv) Current (Ampere) 214

v) Power Factor (Cos ɸ) 0.85

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed 1,488 RPM

vii) Reference Frequency 50 C/S

viii) Insulation Class F

ix) Motor Frame Size 315 S

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 200 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant 50kvar(only 12.5kvar is operational)

Panel Condition/Issues Fair

Gland Leakage significant leakage

Non Return Valve ok

Chlorinator Available(not working)

Flow Meter Available(not working)

Pressure Gauge Available(not working)

Bore Hole in Front of PanYes

Wiring Fair

Housekeeping Fair

Motor Terminal

Foundation/Civil work ok

Ratchet Plate Not Working

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 10 inches (on which flowmeter is clamped)

v) Pipe Perimeter 880 mm (on which flowmeter is clamped)

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 300 m3/hr (Through Transit Time Ultrasonic Flowmeter)

Velocity in Pipe 1.64 m/sec

Pressure

i) Pressure at Discharge Side of Pump 10 psig

ii) Pressure at Suction Side of Pump (Not Valid incase of Tubewells)

iii) Water Shutoff Head

Levels

i) Static Water Level 38 meter Estimated

ii) Pumping Water Level 43 meter (estimated due to gland leakage and catching of wire by suction)

Electric Measurements

i) Voltage 370.6 371.2 374.9

ii) Ampere 154 153.6 148.2

iii) Power Factor 0.78

iv) Appearant Power (kVA) 97.8

v) Running Power (kW) 76.3

vi) Reactive Power (kVAr) 61.2

vi) Motor Working on Loading Basis 69.4 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor 1,488 RPM

ii) Speed of Pump Impeller 1,485 RPM

Noise Level

Noise Level (db(A)) Avg. Max:

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

Calculations

10

i) Drawdown of Pump (Pumping water level - Static Water Level) 16.4 ft

ii) Static Suction Head (Only for WW Pump) ft

iii) Suction Side Frictional Head (Only for WW Pump) ft

iv) Dynamic Suction Head (ii+iii) (Only for WW Pump) ft

v) Discharge Head (Pressure Gauge) 23.1 ft

vi) Discharge Side Frictional Head 6.69 ft

vii) Dynamic Discharge Head (v+vi) 29.79 ft

viii) Total Dynamic Head of Pump (TDH) (vii + Pumping Water Level) 170.83 ft

ix) Specific Capacity of Pump (Water Turbine) gpm/ft of drawdown 80.54

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 1,142

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 56.98 hp

xiv) Brake Horsepower (bhp) (OEM Data) 122.63 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 102.28 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 46.47 %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 55.71 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.26 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 15 hrs

xxi) Daily Pump flow 4,500 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 1,642,500 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 419,982 kWh/yr

xxv) Annual Energy Expenditure on Pumping 5,459,771 PKR/Yr

xxvi) Pumping System Efficiency after Improvement 65 %

xxvii) Water Flow after Efficiency Improvement 350 m3/hr

xxviii) Specific Energy Consumption at New Efficiency 0.22 kWh/m3

xxix) Potential of Energy Reduction 14.29 %

xxx) Reduced Annual Energy Consumption at Improved Efficiency 60,003 kWh/yr

xxxi) Annual Financial Saving on Pumping 780,033 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 55.71%. For pump attached with 150 HP motor, efficiency below 58% is considered to be LOW (> 68.9 is

excellent). This pumping system requires impeller adjustment. It is estimated that this impeller adjustment would increase pumping efficiency from 55.71% to 65% which is in the range of GOOD efficiency. This efficiency improvement will save about Rs. 780,033 per year. .

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 783,500 PKR

Replace Ampere meterAmpere meter is malfunctioning

Install VFDNo VFD installed

Chlorinator is not working Attach chlorinator and make it operationalize

Attached water flow meter is not working Attach new water flow meter

Malfunctioning of PFI plantIt is recommened to change the control circuity of the pannel which includes HRC fuses, current transformer, magnetic contactors and control terminals

Control leakageLeakage at the pump gland

Change panel locationBore is in front of panel

Ratchet plate is not working Make it operational

Pump needs impeller adjustment to increase water flow rate Adjust impellers

There is no digital pressure gauge installed at discahrge pipeline Install digital pressure gauge at discahrge pipeline

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Kotli Pir Abdul Rehman

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact Saddiq ullah

iv) Total Number of Pumps Installed 1

v) Total Number of Pumps in Operation 1

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty 1

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty

vi) Operational Scheme of Pumps Qty

Independent 1

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 15 hrs/day

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

xiii) Availability of Chlorinator

Yes No

2 Pump Basic Information (Pump Ref # CITY_FWPS/WWDS_Pump #)

i) Type of Pump Deep Well

Submersible

Overhung

Between Bearing

ii) Mounting / Erection

Horizontal Vertical

Foundation

iii) Concrete Bolted Bolted

iv) Lubrication Type

Oil Water

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi 4

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Ground Water Aquafier Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Fresh Water Supply Network

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand Country

ii) Model Serial

iii) Certification Mark

iv) Year of Manufacture

v) Flowrate (Q) 4 Cusec 408 m3/hr

vi) Head (H) ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP BHP

ix) Speed (n) RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) (Not Valid incase of Tubewells)

ii) Enter Length of Suction Pipe (ft) (Not Valid incase of Tubewells)

iii) Enter Fittings on Suction Pipe (Not Valid incase of Tubewells)

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Foot Valve 1

Bends

Strainer 1

iv) Storage Capacity of Suction Source (Aquafier)

v) Working Volume of Source

vi) Suction Lift (from Datum Line)

viii) Availbility of Pressure Gauge Yes No

ix) Suction Pressure (Not Valid incase of Tubewells)

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe 10 inch

ii) Length of Discharge Pipe (Not known as directly connected to network underground)

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Control 1 Check 1

Bends Elbow 1

Strainer

iv) Storage Capacity of Discharge Destination (Not known as directly connected to network underground))

v) Working Volume of Discharge Destination (Not known as directly connected to network underground))

vi) Discharge Elevation (from Datum Line) (In case of no gauge)

vii) Availbility of Pressure Gauge Yes No (Installed by Team)

viii) Discharge Pressure 6 psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 150 hp 112.5 kW

iii) Voltage Range (Volts) 380 Volts

iv) Current (Ampere) 214

v) Power Factor (Cos ɸ) 0.85

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed 1,488 RPM

vii) Reference Frequency 50 C/S

viii) Insulation Class F

ix) Motor Frame Size 315 S

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 200 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant 50kvar(Non-operational)

Panel Condition/Issues poor

Gland Leakage moderate leakage

Non Return Valve Not Working

Chlorinator

Flow Meter Not Available

Pressure Gauge Not Available

Bore Hole in Front of PanYes

Wiring poor

Housekeeping Fair

Motor Terminal

Foundation/Civil work ok

Ratchet Plate Not Working

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 10 inches (on which flowmeter is clamped)

v) Pipe Perimeter mm (on which flowmeter is clamped)

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 150 m3/hr (Through Transit Time Ultrasonic Flowmeter)

Velocity in Pipe 0.82 m/sec

Pressure

i) Pressure at Discharge Side of Pump 6 psig

ii) Pressure at Suction Side of Pump (Not Valid incase of Tubewells)

iii) Water Shutoff Head

Levels

i) Static Water Level 38 meter Estimated

ii) Pumping Water Level 43 meter (estimated due to gland leakage and catching of wire by suction)

Electric Measurements

i) Voltage 355 357 358

ii) Ampere 185 178 180

iii) Power Factor 0.78

iv) Appearant Power (kVA) 111.7

v) Running Power (kW) 87.1

vi) Reactive Power (kVAr) 69.9

vi) Motor Working on Loading Basis 79.2 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor 1,488 RPM

ii) Speed of Pump Impeller RPM

Noise Level

Noise Level (db(A)) Avg. Max: 91

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

Calculations

10

i) Drawdown of Pump (Pumping water level - Static Water Level) 16.4 ft

ii) Static Suction Head (Only for WW Pump) ft

iii) Suction Side Frictional Head (Only for WW Pump) ft

iv) Dynamic Suction Head (ii+iii) (Only for WW Pump) ft

v) Discharge Head (Pressure Gauge) 13.86 ft

vi) Discharge Side Frictional Head 1.70 ft

vii) Dynamic Discharge Head (v+vi) 15.56 ft

viii) Total Dynamic Head of Pump (TDH) (vii + Pumping Water Level) 156.60 ft

ix) Specific Capacity of Pump (Water Turbine) gpm/ft of drawdown 40.27

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 0

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 26.12 hp

xiv) Brake Horsepower (bhp) (OEM Data) 0 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 116.76 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 #DIV/0! %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 22.37 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.58 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 15 hrs

xxi) Daily Pump flow 2,250 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 821,250 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 479,429 kWh/yr

xxv) Annual Energy Expenditure on Pumping 6,232,583 PKR/Yr

xxvi) Pumping System Efficiency after Improvement 65 %

xxvii) Water Flow after Efficiency Improvement 436 m3/hr

xxviii) Specific Energy Consumption at New Efficiency 0.20 kWh/m3

xxix) Potential of Energy Reduction 65.58 %

xxx) Reduced Annual Energy Consumption at Improved Efficiency 314,431 kWh/yr

xxxi) Annual Financial Saving on Pumping 4,087,601 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 22.37%. For pump attached with 150 HP motor, efficiency below 58% is considered to be LOW (> 68.9 is

excellent). This pump requires to change. It is estimated that this new pump would increase pumping efficiency from 22.37% to 65% which is in the range of GOOD efficiency. This efficiency improvement will save about Rs. 4,087,601 per year.

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 3,845,500 PKR

Control leakageLeakage at the pump gland

Make it operationalRatchet plate is not working

No VFD installed Install VFD

Pump needs to change Install new pump

Non return valve is not working Change Non return valve

There is no pressure gauge installed at discahrge pipeline Install digital pressure gauge at discahrge pipeline

Malfunctioning of PFI plantIt is recommened to change the control circuity of the pannel which includes HRC fuses, current transformer, magnetic contactors and control terminals for

Replace Ampere meterAmpere meter is malfunctioning

Improve wiring conditionWiring is not in safe condition

Bore hole is in front of panel Change panel location

Water flow meter is not working Attach new water flow meter

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Lal School

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact Gul Raiz

iv) Total Number of Pumps Installed 1

v) Total Number of Pumps in Operation 1

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty 1

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty

vi) Operational Scheme of Pumps Qty

Independent 1

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 15 hrs/day

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

xiii) Availability of Chlorinator

Yes No

2 Pump Basic Information (Pump Ref # CITY_FWPS/WWDS_Pump #)

i) Type of Pump Deep Well

Submersible

Overhung

Between Bearing

ii) Mounting / Erection

Horizontal Vertical

Foundation

iii) Concrete Bolted Bolted

iv) Lubrication Type

Oil Water

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi 5

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Ground Water Aquafier Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Fresh Water Supply Network

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand KSB Pumps Country Pakistan

ii) Model B. 12 B/5 Serial 9972143030/300/2

iii) Certification Mark

iv) Year of Manufacture 2012

v) Flowrate (Q) 2 Cusec 204 m3/hr

vi) Head (H) 210 ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP 59.72 BHP

ix) Speed (n) 1,450 RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) (Not Valid incase of Tubewells)

ii) Enter Length of Suction Pipe (ft) (Not Valid incase of Tubewells)

iii) Enter Fittings on Suction Pipe (Not Valid incase of Tubewells)

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Foot Valve 1

Bends

Strainer 1

iv) Storage Capacity of Suction Source (Aquafier)

v) Working Volume of Source

vi) Suction Lift (from Datum Line)

viii) Availbility of Pressure Gauge Yes No

ix) Suction Pressure (Not Valid incase of Tubewells)

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe 8 inch

ii) Length of Discharge Pipe (Not known as directly connected to network underground)

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Control 1 Check 1

Bends Elbow 1

Strainer

iv) Storage Capacity of Discharge Destination (Not known as directly connected to network underground))

v) Working Volume of Discharge Destination (Not known as directly connected to network underground))

vi) Discharge Elevation (from Datum Line) (In case of no gauge)

vii) Availbility of Pressure Gauge Yes No (Installed by Team)

viii) Discharge Pressure 8 psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 80 hp 60 kW

iii) Voltage Range (Volts) 380 Volts

iv) Current (Ampere) 115

v) Power Factor (Cos ɸ) 0.85

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed 1,488 RPM

vii) Reference Frequency 50 C/S

viii) Insulation Class F

ix) Motor Frame Size 250 M

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 100 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant 25kvar(Operational)

Panel Condition/Issues Excellent

Gland Leakage moderate leakage

Non Return Valve ok

Chlorinator Not Available

Flow Meter Not Available

Pressure Gauge Not Available

Bore Hole in Front of Panno

Wiring good

Housekeeping Fair

Motor Terminal ok

Foundation/Civil work ok

Ratchet Plate ok

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 8 inches (on which flowmeter is clamped)

v) Pipe Perimeter 740 mm (on which flowmeter is clamped)

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 185 m3/hr (Through Transit Time Ultrasonic Flowmeter)

Velocity in Pipe 1.58 m/sec

Pressure

i) Pressure at Discharge Side of Pump 8 psig

ii) Pressure at Suction Side of Pump (Not Valid incase of Tubewells)

iii) Water Shutoff Head

Levels

i) Static Water Level 38 meter Estimated

ii) Pumping Water Level 43 meter (estimated due to gland leakage and catching of wire by suction)

Electric Measurements

i) Voltage 423.5 427 423

ii) Ampere 82.7 71 73.4

iii) Power Factor 0.82

iv) Appearant Power (kVA) 55.6

v) Running Power (kW) 45.6

vi) Reactive Power (kVAr) 31.8

vi) Motor Working on Loading Basis 76 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor 1,488 RPM

ii) Speed of Pump Impeller 1,450 RPM

Noise Level

Noise Level (db(A)) Avg. Max: 89

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

Calculations

10

i) Drawdown of Pump (Pumping water level - Static Water Level) 16.4 ft

ii) Static Suction Head (Only for WW Pump) ft

iii) Suction Side Frictional Head (Only for WW Pump) ft

iv) Dynamic Suction Head (ii+iii) (Only for WW Pump) ft

v) Discharge Head (Pressure Gauge) 18.48 ft

vi) Discharge Side Frictional Head 6.53 ft

vii) Dynamic Discharge Head (v+vi) 25.01 ft

viii) Total Dynamic Head of Pump (TDH) (vii + Pumping Water Level) 166.05 ft

ix) Specific Capacity of Pump (Water Turbine) gpm/ft of drawdown 49.67

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 895

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 34.16 hp

xiv) Brake Horsepower (bhp) (OEM Data) 59.72 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 61.13 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 57.19 %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 55.88 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.25 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 15 hrs

xxi) Daily Pump flow 2,775 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 1,012,875 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 250,999 kWh/yr

xxv) Annual Energy Expenditure on Pumping 3,262,983 PKR/Yr

xxvi) Pumping System Efficiency after Improvement 62 %

xxvii) Water Flow after Efficiency Improvement 205 m3/hr

xxviii) Specific Energy Consumption at New Efficiency 0.22 kWh/m3

xxix) Potential of Energy Reduction 9.87 %

xxx) Reduced Annual Energy Consumption at Improved Efficiency 24,779 kWh/yr

xxxi) Annual Financial Saving on Pumping 322,128 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 55.88%. For pump attached with 80 HP motor, efficiency below 56% is considered to be LOW (> 65.9 is

excellent). This pumping system requires impeller adjustment. It is estimated that this impeller adjustment would increase pumping efficiency from 55.88% to 62% which is in the range of GOOD efficiency. This efficiency improvement will save about Rs. 322,128 per year.

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 443,000 PKR

Control leakageLeakage at the pump gland

Adjust impellersPump needs impeller adjustment to increase water flow rate

Chlorinator is not avaialble Attach chlorinator and make it operationalize

Water flow meter is not available Attach new water flow meter

No VFD installed Install VFD

Install digital pressure gauge at discahrge pipelineThere is no pressure gauge installed at discahrge pipeline

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Masjid Taj Din

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact Munir

iv) Total Number of Pumps Installed 1

v) Total Number of Pumps in Operation 1

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty 1

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty

vi) Operational Scheme of Pumps Qty

Independent 1

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 15 hrs/day

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

xiii) Availability of Chlorinator

Yes No

2 Pump Basic Information (Pump Ref # CITY_FWPS/WWDS_Pump #)

i) Type of Pump Deep Well

Submersible

Overhung

Between Bearing

ii) Mounting / Erection

Horizontal Vertical

Foundation

iii) Concrete Bolted Bolted

iv) Lubrication Type

Oil Water

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi 5

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Ground Water Aquafier Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Fresh Water Supply Network

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand KSB Pumps Country Pakistan

ii) Model B. 12 B/5 Serial 9972171833/300

iii) Certification Mark

iv) Year of Manufacture 2012

v) Flowrate (Q) 2 Cusec 204 m3/hr

vi) Head (H) 210 ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP 59.72 BHP

ix) Speed (n) 1,450 RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) (Not Valid incase of Tubewells)

ii) Enter Length of Suction Pipe (ft) (Not Valid incase of Tubewells)

iii) Enter Fittings on Suction Pipe (Not Valid incase of Tubewells)

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Foot Valve 1

Bends

Strainer 1

iv) Storage Capacity of Suction Source (Aquafier)

v) Working Volume of Source

vi) Suction Lift (from Datum Line)

viii) Availbility of Pressure Gauge Not Working Yes No

ix) Suction Pressure (Not Valid incase of Tubewells)

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe 8 inch

ii) Length of Discharge Pipe (Not known as directly connected to network underground)

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Control 1 Check 1

Bends Elbow 1

Strainer

iv) Storage Capacity of Discharge Destination (Not known as directly connected to network underground))

v) Working Volume of Discharge Destination (Not known as directly connected to network underground))

vi) Discharge Elevation (from Datum Line) (In case of no gauge)

vii) Availbility of Pressure Gauge Not Working Yes No (Installed by Team)

viii) Discharge Pressure 10 psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 80 hp 60 kW

iii) Voltage Range (Volts) 380 Volts

iv) Current (Ampere) 115

v) Power Factor (Cos ɸ) 0.85

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed 1,488 RPM

vii) Reference Frequency 50 C/S

viii) Insulation Class F

ix) Motor Frame Size 250 M

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 100 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant 25kvar( operational)

Panel Condition/Issues Excellent

Gland Leakage Minor leakage

Non Return Valve ok

Chlorinator Not Available

Flow Meter Not Available

Pressure Gauge Available(not working)

Bore Hole in Front of Panno

Wiring Good

Housekeeping Fair

Motor Terminal

Foundation/Civil work ok

Ratchet Plate ok

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 8 inches (on which flowmeter is clamped)

v) Pipe Perimeter 700 mm (on which flowmeter is clamped)

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 100 m3/hr (Through Transit Time Ultrasonic Flowmeter)

Velocity in Pipe 0.86 m/sec

Pressure

i) Pressure at Discharge Side of Pump 10 psig

ii) Pressure at Suction Side of Pump (Not Valid incase of Tubewells)

iii) Water Shutoff Head

Levels

i) Static Water Level 38 meter Estimated

ii) Pumping Water Level 43 meter (estimated due to gland leakage and catching of wire by suction)

Electric Measurements

i) Voltage 407.2 399.7 399.9

ii) Ampere 66.4 73.1 68

iii) Power Factor 0.68

iv) Appearant Power (kVA) 48.1

v) Running Power (kW) 32.7

vi) Reactive Power (kVAr) 35.3

vi) Motor Working on Loading Basis 54.6 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor 1,488 RPM

ii) Speed of Pump Impeller 1,450 RPM

Noise Level

Noise Level (db(A)) Avg. Max: 88.6

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

Calculations

10

i) Drawdown of Pump (Pumping water level - Static Water Level) 16.4 ft

ii) Static Suction Head (Only for WW Pump) ft

iii) Suction Side Frictional Head (Only for WW Pump) ft

iv) Dynamic Suction Head (ii+iii) (Only for WW Pump) ft

v) Discharge Head (Pressure Gauge) 23.1 ft

vi) Discharge Side Frictional Head 1.95 ft

vii) Dynamic Discharge Head (v+vi) 25.05 ft

viii) Total Dynamic Head of Pump (TDH) (vii + Pumping Water Level) 166.09 ft

ix) Specific Capacity of Pump (Water Turbine) gpm/ft of drawdown 26.85

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 658

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 18.47 hp

xiv) Brake Horsepower (bhp) (OEM Data) 59.72 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 43.83 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 30.92 %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 42.13 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.33 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 15 hrs

xxi) Daily Pump flow 1,500 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 547,500 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 179,992 kWh/yr

xxv) Annual Energy Expenditure on Pumping 2,339,902 PKR/Yr

xxvi) Pumping System Efficiency after Improvement 62 %

xxvii) Water Flow after Efficiency Improvement 147 m3/hr

xxviii) Specific Energy Consumption at New Efficiency 0.22 kWh/m3

xxix) Potential of Energy Reduction 32.05 %

xxx) Reduced Annual Energy Consumption at Improved Efficiency 57,687 kWh/yr

xxxi) Annual Financial Saving on Pumping 749,932 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 42.13%. For pump attached with 80 HP motor, efficiency below 56% is considered to be LOW(> 65.9 is

excellent). This pumping system requires impeller adjustment, repair and maintenance. It is estimated that this impeller adjustment, repair and maintenance would increase pumping efficiency from 42.13% to 62% which is in the range of GOOD efficiency. This efficiency improvement will save about Rs. 749,932 per year.

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 493,000 PKR

Install digital pressure gauge at discahrge pipelineThere is no digital pressure gauge installed at discahrge pipeline

Control leakageMinor Leakage at the pump gland

Chlorinator is not avaiable Attach chlorinator and make it operationalize

Water flow meter is not available Attach new water flow meter

No VFD installed Install VFD

System efficiency is low so Pump needs impeller adjustment, repair and mainte Pump needs impeller adjustment, repair and maintenance

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Mushtaq Colony

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact M.Nabeel

iv) Total Number of Pumps Installed 1

v) Total Number of Pumps in Operation 1

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty 1

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty

vi) Operational Scheme of Pumps Qty

Independent 1

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 15 hrs/day

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

xiii) Availability of Chlorinator

Yes No

2 Pump Basic Information (Pump Ref # CITY_FWPS/WWDS_Pump #)

i) Type of Pump Deep Well

Submersible

Overhung

Between Bearing

ii) Mounting / Erection

Horizontal Vertical

Foundation

iii) Concrete Bolted Bolted

iv) Lubrication Type

Oil Water

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi 5

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Ground Water Aquafier Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Fresh Water Supply Network

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand KSB Pumps Country Pakistan

ii) Model B. 12 B/5 Serial 21-8-10

iii) Certification Mark

iv) Year of Manufacture 2008

v) Flowrate (Q) 2 Cusec 204 m3/hr

vi) Head (H) 210 ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP 59.5 BHP

ix) Speed (n) 1,450 RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) (Not Valid incase of Tubewells)

ii) Enter Length of Suction Pipe (ft) (Not Valid incase of Tubewells)

iii) Enter Fittings on Suction Pipe (Not Valid incase of Tubewells)

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Foot Valve 1

Bends

Strainer 1

iv) Storage Capacity of Suction Source (Aquafier)

v) Working Volume of Source

vi) Suction Lift (from Datum Line)

viii) Availbility of Pressure Gauge Not Working Yes No

ix) Suction Pressure (Not Valid incase of Tubewells)

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe 8 inch

ii) Length of Discharge Pipe (Not known as directly connected to network underground)

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Control 1 Check 1

Bends Elbow 1

Strainer

iv) Storage Capacity of Discharge Destination (Not known as directly connected to network underground))

v) Working Volume of Discharge Destination (Not known as directly connected to network underground))

vi) Discharge Elevation (from Datum Line) (In case of no gauge)

vii) Availbility of Pressure Gauge Not Working Yes No (Installed by Team)

viii) Discharge Pressure 2 psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 80 hp 60 kW

iii) Voltage Range (Volts) 380 Volts

iv) Current (Ampere) 115

v) Power Factor (Cos ɸ) 0.85

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed 1,488 RPM

vii) Reference Frequency 50 C/S

viii) Insulation Class F

ix) Motor Frame Size 250 M

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 100 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant 30kvar(operational)

Panel Condition/Issues Good

Gland Leakage moderate leakage

Non Return Valve ok

Chlorinator ok

Flow Meter Not working

Pressure Gauge Not working

Bore Hole in Front of PanYes

Wiring Good

Housekeeping Fair

Motor Terminal

Foundation/Civil work ok

Ratchet Plate Not Working

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 8 inches (on which flowmeter is clamped)

v) Pipe Perimeter 720 mm (on which flowmeter is clamped)

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 160 m3/hr (Through Transit Time Ultrasonic Flowmeter)

Velocity in Pipe 1.37 m/sec

Pressure

i) Pressure at Discharge Side of Pump 2 psig

ii) Pressure at Suction Side of Pump (Not Valid incase of Tubewells)

iii) Water Shutoff Head

Levels

i) Static Water Level 38 meter Estimated

ii) Pumping Water Level 43 meter (estimated due to gland leakage and catching of wire by suction)

Electric Measurements

i) Voltage 385 386.9 388.5

ii) Ampere 76.8 75.2 71.9

iii) Power Factor 0.76

iv) Appearant Power (kVA) 49.9

v) Running Power (kW) 38

vi) Reactive Power (kVAr) 32.5

vi) Motor Working on Loading Basis 63.3 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor 1,488 RPM

ii) Speed of Pump Impeller 1,450 RPM

Noise Level

Noise Level (db(A)) Avg. Max: 95.2

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

Calculations

10

i) Drawdown of Pump (Pumping water level - Static Water Level) 16.4 ft

ii) Static Suction Head (Only for WW Pump) ft

iii) Suction Side Frictional Head (Only for WW Pump) ft

iv) Dynamic Suction Head (ii+iii) (Only for WW Pump) ft

v) Discharge Head (Pressure Gauge) 4.62 ft

vi) Discharge Side Frictional Head 4.91 ft

vii) Dynamic Discharge Head (v+vi) 9.53 ft

viii) Total Dynamic Head of Pump (TDH) (vii + Pumping Water Level) 150.57 ft

ix) Specific Capacity of Pump (Water Turbine) gpm/ft of drawdown 42.96

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 895

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 26.79 hp

xiv) Brake Horsepower (bhp) (OEM Data) 59.5 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 50.94 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 45.02 %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 52.59 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.24 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 15 hrs

xxi) Daily Pump flow 2,400 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 876,000 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 209,166 kWh/yr

xxv) Annual Energy Expenditure on Pumping 2,719,152 PKR/Yr

xxvi) Pumping System Efficiency after Improvement 62 %

xxvii) Water Flow after Efficiency Improvement 189 m3/hr

xxviii) Specific Energy Consumption at New Efficiency 0.20 kWh/m3

xxix) Potential of Energy Reduction 15.18 %

xxx) Reduced Annual Energy Consumption at Improved Efficiency 31,760 kWh/yr

xxxi) Annual Financial Saving on Pumping 412,881 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 52.59%. For pump attached with 80 HP motor, efficiency below 56% is considered to be LOW (> 65.9 is

excellent). This pumping system requires impeller adjustment. It is estimated that this impeller adjustment would increase pumping efficiency from 52.59% to 62% which is in the range of GOOD efficiency. This efficiency improvement will save about Rs. 412,881 per year.

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 435,000 PKR

Install digital pressure gauge at discahrge pipelineThere is no digital pressure gauge installed at discahrge pipeline

Control leakageLeakage at the pump gland

Pump needs impeller adjustment to increase water flow rate Adjust impellers

Attached water flow meter is not working Attach new water flow meter

No VFD installed Install VFD

Change panel locationBore hole is in front of panel

Ratchet plate is not working Make it operational

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Para Shoot Colony

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact Abdul Saeed

iv) Total Number of Pumps Installed 1

v) Total Number of Pumps in Operation 1

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty 1

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty

vi) Operational Scheme of Pumps Qty

Independent 1

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 15 hrs/day

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

xiii) Availability of Chlorinator

Yes No

2 Pump Basic Information (Pump Ref # CITY_FWPS/WWDS_Pump #)

i) Type of Pump Deep Well

Submersible

Overhung

Between Bearing

ii) Mounting / Erection

Horizontal Vertical

Foundation

iii) Concrete Bolted Bolted

iv) Lubrication Type

Oil Water

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi 5

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Ground Water Aquafier Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Fresh Water Supply Network

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand KSB Pumps Country Pakistan

ii) Model B. 12 B/5 Serial 9972109511/300/3

iii) Certification Mark

iv) Year of Manufacture 2012

v) Flowrate (Q) 2 Cusec 204 m3/hr

vi) Head (H) 210 ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP 59.72 BHP

ix) Speed (n) 1,450 RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) (Not Valid incase of Tubewells)

ii) Enter Length of Suction Pipe (ft) (Not Valid incase of Tubewells)

iii) Enter Fittings on Suction Pipe (Not Valid incase of Tubewells)

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Foot Valve 1

Bends

Strainer 1

iv) Storage Capacity of Suction Source (Aquafier)

v) Working Volume of Source

vi) Suction Lift (from Datum Line)

viii) Availbility of Pressure Gauge Yes No

ix) Suction Pressure (Not Valid incase of Tubewells)

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe 8 inch

ii) Length of Discharge Pipe (Not known as directly connected to network underground)

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Control 1 Check 1

Bends Elbow 1

Strainer

iv) Storage Capacity of Discharge Destination (Not known as directly connected to network underground))

v) Working Volume of Discharge Destination (Not known as directly connected to network underground))

vi) Discharge Elevation (from Datum Line) (In case of no gauge)

vii) Availbility of Pressure Gauge Yes No

viii) Discharge Pressure 12 psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 80 hp 60 kW

iii) Voltage Range (Volts) 380 Volts

iv) Current (Ampere) 115

v) Power Factor (Cos ɸ) 0.85

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed 1,488 RPM

vii) Reference Frequency 50 C/S

viii) Insulation Class F

ix) Motor Frame Size 250 M

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 100 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant 10kvar(Operational)

Panel Condition/Issues Excellent

Gland Leakage Minor leakage

Non Return Valve ok

Chlorinator Not Available

Flow Meter Not Available

Pressure Gauge ok

Bore Hole in Front of PanYes

Wiring Good

Housekeeping Fair

Motor Terminal

Foundation/Civil work ok

Ratchet Plate ok

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 8 inches (on which flowmeter is clamped)

v) Pipe Perimeter 720 mm (on which flowmeter is clamped)

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 243 m3/hr (Through Transit Time Ultrasonic Flowmeter)

Velocity in Pipe 2.08 m/sec

Pressure

i) Pressure at Discharge Side of Pump 15 psig

ii) Pressure at Suction Side of Pump (Not Valid incase of Tubewells)

iii) Water Shutoff Head

Levels

i) Static Water Level 38 meter Estimated

ii) Pumping Water Level 43 meter (estimated due to gland leakage and catching of wire by suction)

Electric Measurements

i) Voltage 396.9 396 394

ii) Ampere 108.2 103.2 106.9

iii) Power Factor 0.86

iv) Appearant Power (kVA) 72.6

v) Running Power (kW) 62.5

vi) Reactive Power (kVAr) 37.1

vi) Motor Working on Loading Basis 104.1 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor 1,488 RPM

ii) Speed of Pump Impeller 1,450 RPM

Noise Level

Noise Level (db(A)) Avg. Max: 90.3

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

Calculations

10

i) Drawdown of Pump (Pumping water level - Static Water Level) 16.4 ft

ii) Static Suction Head (Only for WW Pump) ft

iii) Suction Side Frictional Head (Only for WW Pump) ft

iv) Dynamic Suction Head (ii+iii) (Only for WW Pump) ft

v) Discharge Head (Pressure Gauge) 34.65 ft

vi) Discharge Side Frictional Head 11.18 ft

vii) Dynamic Discharge Head (v+vi) 45.83 ft

viii) Total Dynamic Head of Pump (TDH) (vii + Pumping Water Level) 186.87 ft

ix) Specific Capacity of Pump (Water Turbine) gpm/ft of drawdown 65.24

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 938

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 50.49 hp

xiv) Brake Horsepower (bhp) (OEM Data) 59.72 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 83.78 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 84.54 %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 60.26 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.26 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 15 hrs

xxi) Daily Pump flow 3,645 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 1,330,425 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 344,022 kWh/yr

xxv) Annual Energy Expenditure on Pumping 4,472,290 PKR/Yr

xxvi) Pumping System Efficiency after Improvement 62 %

xxvii) Water Flow after Efficiency Improvement 250 m3/hr

xxviii) Specific Energy Consumption at New Efficiency 0.25 kWh/m3

xxix) Potential of Energy Reduction 2.80 %

xxx) Reduced Annual Energy Consumption at Improved Efficiency 9,633 kWh/yr

xxxi) Annual Financial Saving on Pumping 125,231 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 60.26%. For pump attached with 80 HP motor, efficiency between 56 - 61% is considered to be FAIR (> 65.9 is

excellent). This pumping system requires impeller adjustment. It is estimated that this impeller adjustment would increase pumping efficiency from 58.03% to 62% which is in the range of GOOD efficiency. This efficiency improvement will save about Rs. 125,231 per year.

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 503,500 PKR

Replace Ampere meterAmpere meter is malfunctioning

Install digital pressure gauge at discahrge pipelineThere is no digital pressure gauge installed at discahrge pipeline

Chlorinator is not avaialble Attach chlorinator and make it operationalize

Water flow meter is not Avaiable Attach new water flow meter

No VFD installed Install VFD

Control leakageLeakage at the pump gland

It is recommended to change it with 25 kvar PFI panelPFI panel has Low capacity

Pump needs impeller adjustment to increase water flow rate Adjust impellers

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Qadir Buksh Park

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact NA

iv) Total Number of Pumps Installed 1

v) Total Number of Pumps in Operation 1

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty 1

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty

vi) Operational Scheme of Pumps Qty

Independent 1

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 15 hrs/day

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

xiii) Availability of Chlorinator

Yes No

2 Pump Basic Information (Pump Ref # CITY_FWPS/WWDS_Pump #)

i) Type of Pump Deep Well

Submersible

Overhung

Between Bearing

ii) Mounting / Erection

Horizontal Vertical

Foundation

iii) Concrete Bolted Bolted

iv) Lubrication Type

Oil Water

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi 5

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Ground Water Aquafier Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Fresh Water Supply Network

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand KSB Pumps Country Pakistan

ii) Model B. 12 B/5 Serial

iii) Certification Mark

iv) Year of Manufacture 2012

v) Flowrate (Q) 2 Cusec 204 m3/hr

vi) Head (H) 210 ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP 59.72 BHP

ix) Speed (n) 1,450 RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) (Not Valid incase of Tubewells)

ii) Enter Length of Suction Pipe (ft) (Not Valid incase of Tubewells)

iii) Enter Fittings on Suction Pipe (Not Valid incase of Tubewells)

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Foot Valve 1

Bends

Strainer 1

iv) Storage Capacity of Suction Source (Aquafier)

v) Working Volume of Source

vi) Suction Lift (from Datum Line)

viii) Availbility of Pressure Gauge Yes No

ix) Suction Pressure (Not Valid incase of Tubewells)

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe 8 inch

ii) Length of Discharge Pipe (Not known as directly connected to network underground)

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Control 1 Check 1

Bends Elbow 1

Strainer

iv) Storage Capacity of Discharge Destination (Not known as directly connected to network underground))

v) Working Volume of Discharge Destination (Not known as directly connected to network underground))

vi) Discharge Elevation (from Datum Line) (In case of no gauge)

vii) Availbility of Pressure Gauge Yes No (Installed by Team)

viii) Discharge Pressure 5 psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 80 hp 60 kW

iii) Voltage Range (Volts) 380 Volts

iv) Current (Ampere) 115

v) Power Factor (Cos ɸ) 0.85

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed 1,488 RPM

vii) Reference Frequency 50 C/S

viii) Insulation Class F

ix) Motor Frame Size 250 M

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 100 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant 25kvar (operational)

Panel Condition/Issues Excellent

Gland Leakage No leakage

Non Return Valve ok

Chlorinator Not Available

Flow Meter Not Available

Pressure Gauge yes

Bore Hole in Front of Panno

Wiring Good

Housekeeping Fair

Motor Terminal Ok

Foundation/Civil work ok

Ratchet Plate ok

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 8 inches (on which flowmeter is clamped)

v) Pipe Perimeter mm (on which flowmeter is clamped)

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 260 m3/hr (Through Transit Time Ultrasonic Flowmeter)

Velocity in Pipe 2.23 m/sec

Pressure

i) Pressure at Discharge Side of Pump 5 psig

ii) Pressure at Suction Side of Pump (Not Valid incase of Tubewells)

iii) Water Shutoff Head

Levels

i) Static Water Level 38 meter Estimated

ii) Pumping Water Level 43 meter (estimated due to gland leakage and catching of wire by suction)

Electric Measurements

i) Voltage 359.5 357.5 357.9

ii) Ampere 77.8 80 82

iii) Power Factor 0.94

iv) Appearant Power (kVA) 49.5

v) Running Power (kW) 46.6

vi) Reactive Power (kVAr) 16.9

vi) Motor Working on Loading Basis 77.6 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor 1,488 RPM

ii) Speed of Pump Impeller 1,450 RPM

Noise Level

Noise Level (db(A)) Avg. Max: 93.1

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

Calculations

10

i) Drawdown of Pump (Pumping water level - Static Water Level) 16.4 ft

ii) Static Suction Head (Only for WW Pump) ft

iii) Suction Side Frictional Head (Only for WW Pump) ft

iv) Dynamic Suction Head (ii+iii) (Only for WW Pump) ft

v) Discharge Head (Pressure Gauge) 11.55 ft

vi) Discharge Side Frictional Head 12.77 ft

vii) Dynamic Discharge Head (v+vi) 24.32 ft

viii) Total Dynamic Head of Pump (TDH) (vii + Pumping Water Level) 165.36 ft

ix) Specific Capacity of Pump (Water Turbine) gpm/ft of drawdown 69.80

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 1,064

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 47.80 hp

xiv) Brake Horsepower (bhp) (OEM Data) 59.72 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 62.47 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 80.05 %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 76.53 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.18 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 15 hrs

xxi) Daily Pump flow 3,900 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 1,423,500 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 256,503 kWh/yr

xxv) Annual Energy Expenditure on Pumping 3,334,539 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 76.53%. For pump attached with 80 HP motor, efficiency >65.9% is considered to be excellent. This pumping system requires no intervention.

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 443,000 PKR

Install digital pressure gauge at discahrge pipelineThere is no digital pressure gauge installed at discahrge pipeline

Chlorinator is not avaialble Attach chlorinator and make it operationalize

water flow meter is not available Attach new water flow meter

No VFD installed Install VFD

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Shah Kamal Road

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact Tariq khan

iv) Total Number of Pumps Installed 1

v) Total Number of Pumps in Operation 1

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty 1

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty

vi) Operational Scheme of Pumps Qty

Independent 1

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 15 hrs/day

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

xiii) Availability of Chlorinator

Yes No

2 Pump Basic Information (Pump Ref # CITY_FWPS/WWDS_Pump #)

i) Type of Pump Deep Well

Submersible

Overhung

Between Bearing

ii) Mounting / Erection

Horizontal Vertical

Foundation

iii) Concrete Bolted Bolted

iv) Lubrication Type

Oil Water

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi 4

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Ground Water Aquafier Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Fresh Water Supply Network

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand Country

ii) Model Serial

iii) Certification Mark

iv) Year of Manufacture 1996

v) Flowrate (Q) 4 Cusec 408 m3/hr

vi) Head (H) 210 ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP 118.59 BHP

ix) Speed (n) RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) (Not Valid incase of Tubewells)

ii) Enter Length of Suction Pipe (ft) (Not Valid incase of Tubewells)

iii) Enter Fittings on Suction Pipe (Not Valid incase of Tubewells)

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Foot Valve 1

Bends

Strainer 1

iv) Storage Capacity of Suction Source (Aquafier)

v) Working Volume of Source

vi) Suction Lift (from Datum Line)

viii) Availbility of Pressure Gauge Yes No

ix) Suction Pressure (Not Valid incase of Tubewells)

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe 10 inch

ii) Length of Discharge Pipe (Not known as directly connected to network underground)

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Control 1 Check 1

Bends Elbow 1

Strainer

iv) Storage Capacity of Discharge Destination (Not known as directly connected to network underground))

v) Working Volume of Discharge Destination (Not known as directly connected to network underground))

vi) Discharge Elevation (from Datum Line) (In case of no gauge)

vii) Availbility of Pressure Gauge Yes No (Installed by Team)

viii) Discharge Pressure 6 psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 150 hp 112.5 kW

iii) Voltage Range (Volts) 380 Volts

iv) Current (Ampere) 214

v) Power Factor (Cos ɸ) 0.85

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed 1,488 RPM

vii) Reference Frequency 50 C/S

viii) Insulation Class F

ix) Motor Frame Size 315 S

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 200 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant Not installed

Panel Condition/Issues poor

Gland Leakage moderate leakage

Non Return Valve ok

Chlorinator Not Available

Flow Meter Not Available

Pressure Gauge Not Available

Bore Hole in Front of PanYes

Wiring poor

Housekeeping Fair

Motor Terminal

Foundation/Civil work ok

Ratchet Plate Not Working

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 10 inches (on which flowmeter is clamped)

v) Pipe Perimeter mm (on which flowmeter is clamped)

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 150 m3/hr (Through Transit Time Ultrasonic Flowmeter)

Velocity in Pipe 0.82 m/sec

Pressure

i) Pressure at Discharge Side of Pump 6 psig

ii) Pressure at Suction Side of Pump (Not Valid incase of Tubewells)

iii) Water Shutoff Head

Levels

i) Static Water Level 38 meter Estimated

ii) Pumping Water Level 43 meter (estimated due to gland leakage and catching of wire by suction)

Electric Measurements

i) Voltage 382 378.8 383.2

ii) Ampere 152 155.6 149.5

iii) Power Factor 0.75

iv) Appearant Power (kVA) 100.5

v) Running Power (kW) 75.4

vi) Reactive Power (kVAr) 66.5

vi) Motor Working on Loading Basis 68.5 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor 1,488 RPM

ii) Speed of Pump Impeller RPM

Noise Level

Noise Level (db(A)) Avg. Max: 93.8

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

Calculations

10

i) Drawdown of Pump (Pumping water level - Static Water Level) 16.4 ft

ii) Static Suction Head (Only for WW Pump) ft

iii) Suction Side Frictional Head (Only for WW Pump) ft

iv) Dynamic Suction Head (ii+iii) (Only for WW Pump) ft

v) Discharge Head (Pressure Gauge) 13.86 ft

vi) Discharge Side Frictional Head 1.70 ft

vii) Dynamic Discharge Head (v+vi) 15.56 ft

viii) Total Dynamic Head of Pump (TDH) (vii + Pumping Water Level) 156.60 ft

ix) Specific Capacity of Pump (Water Turbine) gpm/ft of drawdown 40.27

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 0

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 26.12 hp

xiv) Brake Horsepower (bhp) (OEM Data) 118.59 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 101.07 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 22.02 %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 25.84 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.51 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 15 hrs

xxi) Daily Pump flow 2,250 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 821,250 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 415,028 kWh/yr

xxv) Annual Energy Expenditure on Pumping 5,395,370 PKR/Yr

xxvi) Pumping System Efficiency after Improvement 65 %

xxvii) Water Flow after Efficiency Improvement 377 m3/hr

xxviii) Specific Energy Consumption at New Efficiency 0.20 kWh/m3

xxix) Potential of Energy Reduction 60.24 %

xxx) Reduced Annual Energy Consumption at Improved Efficiency 250,030 kWh/yr

xxxi) Annual Financial Saving on Pumping 3,250,389 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 25.84%. For pump attached with 150 HP motor, efficiency below 58% is considered to be LOW (> 68.9 is

excellent). This pump requires to change. It is estimated that this new pump would increase pumping efficiency from 25.84% to 65% which is in the range of GOOD efficiency. This efficiency improvement will save about Rs. 3,250,389 per year.

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 3,893,500 PKR

Control leakageLeakage at the pump gland

Change panel locationBore hole is in front of panel

No VFD installed Install VFD

Pump needs to change Install new pump

Ratchet plate is not working Make it operational

There is no pressure gauge installed at discahrge pipeline Install digital pressure gauge at discahrge pipeline

PFI panel is not installed Install 50 kvar PFI panel

Replace Ampere meterAmpere meter is malfunctioning

Improve wiring conditionWiring is not in safe condition

Chlorinator is not avaialble Attach chlorinator and make it operationalize

Water flow meter is not available Attach new water flow meter

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Fayyaz Park Disposal Station

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact NA

iv) Total Number of Pumps Installed 2

v) Total Number of Pumps in Operation 1

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty

Submersible Disposal Pump Qty 2

vi) Operational Scheme of Pumps Qty

Independent 2

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 15 hrs/day Estimated

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

2 Pump Basic Information Pump # 01

ii) Mounting / Erection

Horizontal Vertical Submersible

Foundation

iii) Concrete Bolted Bolted

iv)

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Wet Well Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Pit

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand KSB Country Pakistan

ii) Model Serial

iii) Certification Mark

iv) Year of Manufacture

v) Flowrate (Q) 4 Cusec 408 m3/hr

vi) Head (H) ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP BHP

ix) Speed (n) RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) 8

ii) Enter Length of Suction Pipe (ft) 2

iii) Enter Fittings on Suction Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Flow control 1

Bends

Strainer 1

viii) Availbility of Pressure Gauge Yes No

ix) Suction Pressure

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe (in) 8

ii) Length of Discharge Pipe (ft) 45

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Non return 1 1

Bends 1

Strainer

vi) Discharge Elevation (from Datum Line) 27 ft

Suction Side Elevation 2 ft

vii) Availbility of Pressure Gauge Yes No

viii) Discharge Pressure psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 40 hp 30 kW

iii) Voltage Range Volts

iv) Current Amperes

v) Power Factor (Cos ɸ)

Standard

Ambient Temp oC

Year of Manufacturing

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed RPM

vii) Reference Frequency 50 Hz

viii) Insulation Class

ix) Motor Frame Size

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 100 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant Not Installed

Panel Condition/Issues OK

Gland Leakage

Non Return Valve

Flow Meter not available

Pressure Gauge not available

Wiring fair

Housekeeping

Motor Terminal ok

Foundation/Civil work

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 8 inches

v) Pipe Perimeter 638 mm

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 230 m3/hr 3.8333 m3/min

Velocity in Pipe 1.97 m/sec

Pressure

i) Pressure at Discharge Side of Pump psig

ii) Pressure at Suction Side of Pump

ii) Total Length (Suction+Discahrge Pipe) 14 meter

Electric Measurements Volt 386.7 391 388.2

Ampere 32.8 42 47

kW 20.2 Power Factor 0.74

vi) Motor Working on Loading Basis 68 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor 0 RPM

ii) Speed of Pump Impeller RPM

Noise Level

Noise Level (db(A)) Avg. Max:

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

10 Calculations

ii) Static Suction Head (Only for WW Pump) 2 ft

v) Static Discahrge Head 27 ft

vi) Frictional Head (Suction and Discahrge) 9.77 ft

viii) Total Dynamic Head of Pump (TDH) 34.77 ft

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 0

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 8.89 hp

xiv) Brake Horsepower (bhp) (OEM Data) 0.00 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 27.08 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 #DIV/0! %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 32.84 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.09 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 15 hrs

xxi) Daily Pump flow 3,450 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 1,259,250 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 111,188 kWh/yr

xxv) Annual Energy Expenditure on Pumping 1,445,444 PKR/Yr

xxvi) Pumping System Efficiency after Improvement 59 %

xxvii) Water Flow after Efficiency Improvement 413 m3/hr

xxviii) Specific Energy Consumption at New Efficiency 0.05 kWh/m3

xxix) Potential of Energy Reduction 44.35 %

xxx) Reduced Annual Energy Consumption at Improved Efficiency 49,308 kWh/yr

xxxi) Annual Financial Saving on Pumping 641,007 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 32.84%. For pump attached with 40 HP motor, efficiency below 52.1% is considered to be LOW, (Above 61.9% is EXCELLENT). This pumping system requires impeller adjustment, repair and maintenance. After this adjustment its efficiency will be improved to 59% (GOOD Efficiency range), with annual savings of 641,007 PKR,

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 246,000 PKR

pump needs impeller adjustment adjust impeller and also repair and need maintenance

PFI plant is not installed PFI of 25 KVAr is recommended for disposal station

Voltmeter is not working

Install AmmeterAmmeter is not working

water flow meter is not Available Install new water flow meter

Install Voltmeter

There is no pressure gauge installed at discahrge pipeline Install digital pressure gauge at discahrge pipeline

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Lal Pull Disposal Station

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact NA

iv) Total Number of Pumps Installed 6

v) Total Number of Pumps in Operation 4

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty 2

Submersible Disposal Pump Qty 4

vi) Operational Scheme of Pumps Qty

Independent 6

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 12 hrs/day Estimated

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

2 Pump Basic Information Pump # 01

ii) Mounting / Erection

Horizontal Vertical Submersible

Foundation

iii) Concrete Bolted Bolted

iv)

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Wet Well Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Pit

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand KSB Country Pakistan

ii) Model Serial

iii) Certification Mark

iv) Year of Manufacture

v) Flowrate (Q) 2 Cusec 204 m3/hr

vi) Head (H) ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP BHP

ix) Speed (n) RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) 6

ii) Enter Length of Suction Pipe (ft) 2

iii) Enter Fittings on Suction Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Flow control 1

Bends

Strainer 1

viii) Availbility of Pressure Gauge Yes No

ix) Suction Pressure

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe (in) 6

ii) Length of Discharge Pipe (ft) 55 Estimated

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Non return 1 1

Bends 1

Strainer

vi) Discharge Elevation (from Datum Line) 37 ft

Suction Side Elevation 2 ft

vii) Availbility of Pressure Gauge Yes No

viii) Discharge Pressure psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 20 hp 15 kW

iii) Voltage Range Volts

iv) Current Amperes

v) Power Factor (Cos ɸ)

Standard

Ambient Temp oC

Year of Manufacturing

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed RPM

vii) Reference Frequency 50 Hz

viii) Insulation Class

ix) Motor Frame Size

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 200 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant Not Installed

Panel Condition/Issues Excellent

Gland Leakage

Non Return Valve

Flow Meter not available

Pressure Gauge not available

Wiring fair

Housekeeping

Motor Terminal ok

Foundation/Civil work

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 6 inches

v) Pipe Perimeter 479 mm

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 150 m3/hr 2.5 m3/min

Velocity in Pipe 2.28 m/sec

Pressure

i) Pressure at Discharge Side of Pump psig

ii) Pressure at Suction Side of Pump

ii) Total Length (Suction+Discahrge Pipe) 17 meter

Electric Measurements Volt 381.5 385 382.2

Ampere 24.3 23.8 24.9

kW 13.2 Power Factor 0.82

vi) Motor Working on Loading Basis 88 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor 0 RPM

ii) Speed of Pump Impeller RPM

Noise Level

Noise Level (db(A)) Avg. Max:

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

10 Calculations

ii) Static Suction Head (Only for WW Pump) 2 ft

v) Static Discahrge Head 37 ft

vi) Frictional Head (Suction and Discahrge) 13.74 ft

viii) Total Dynamic Head of Pump (TDH) 48.74 ft

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 0

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 8.13 hp

xiv) Brake Horsepower (bhp) (OEM Data) 0.00 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 17.69 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 #DIV/0! %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 45.94 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.09 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 12 hrs

xxi) Daily Pump flow 1,800 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 657,000 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 58,126 kWh/yr

xxv) Annual Energy Expenditure on Pumping 755,638 PKR/Yr

xxvi) Pumping System Efficiency after Improvement 57 %

xxvii) Water Flow after Efficiency Improvement 186 m3/hr

xxviii) Specific Energy Consumption at New Efficiency 0.07 kWh/m3

xxix) Potential of Energy Reduction 19.41 %

xxx) Reduced Annual Energy Consumption at Improved Efficiency 11,281 kWh/yr

xxxi) Annual Financial Saving on Pumping 146,648 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 45.94%. For pump attached with 20 HP motor, efficiency below 48% is considered to be LOW, (Above 60.9% is EXCELLENT). This pumping system requires impeller adjustment, repair and maintenance. After this adjustment its efficiency will be improved to 57% (GOOD Efficiency range), with annual savings of 146,648 PKR,

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 286,000 PKR

pumping system need impeller adjustment adjust impeller ,repair and also need maintenance

PFI plant is not installed PFI of 50 KVAr is recommended for disposal station

Voltmeter is not working

Install AmmeterAmmeter is not working

water flow meter is not Available Install new water flow meter

Install Voltmeter

There is no pressure gauge installed at discahrge pipeline Install digital pressure gauge at discahrge pipeline

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Lal Pull Disposal Station

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact NA

iv) Total Number of Pumps Installed 6

v) Total Number of Pumps in Operation 4

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty 2

Submersible Disposal Pump Qty 4

vi) Operational Scheme of Pumps Qty

Independent 6

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 12 hrs/day Estimated

ix) Annual Working Days 365 days

x) Source of Power

Picture

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

2 Pump Basic Information Pump # 02

ii) Mounting / Erection

Horizontal Vertical Submersible

Foundation

iii) Concrete Bolted Bolted

iv)

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Wet Well Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Pit

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand KSB Country Pakistan

ii) Model Serial

iii) Certification Mark

iv) Year of Manufacture

v) Flowrate (Q) 4 Cusec 408 m3/hr

vi) Head (H) ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP BHP

ix) Speed (n) RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) 8

ii) Enter Length of Suction Pipe (ft) 2

iii) Enter Fittings on Suction Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Flow control 1

Bends

Strainer 1

viii) Availbility of Pressure Gauge Yes No

ix) Suction Pressure

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe (in) 8

ii) Length of Discharge Pipe (ft) 55

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Non return 1 1

Bends 1

Strainer

vi) Discharge Elevation (from Datum Line) 37 ft

Suction Side Elevation 2 ft

vii) Availbility of Pressure Gauge Yes No

viii) Discharge Pressure psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 40 hp 30 kW

iii) Voltage Range Volts

iv) Current Amperes

v) Power Factor (Cos ɸ)

Standard

Ambient Temp oC

Year of Manufacturing

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed RPM

vii) Reference Frequency 50 Hz

viii) Insulation Class

ix) Motor Frame Size

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 200 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant Not Installed

Panel Condition/Issues Poor

Gland Leakage

Non Return Valve

Flow Meter not available

Pressure Gauge not available

Wiring fair

Housekeeping

Motor Terminal ok

Foundation/Civil work

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 8 inches

v) Pipe Perimeter 638 mm

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 310 m3/hr 5.1667 m3/min

Velocity in Pipe 2.66 m/sec

Pressure

i) Pressure at Discharge Side of Pump psig

ii) Pressure at Suction Side of Pump

ii) Total Length (Suction+Discahrge Pipe) 17 meter

Electric Measurements Volt 380.4 382.8 379.8

Ampere 51.8 53 52.2

kW 27.1 Power Factor 0.78

vi) Motor Working on Loading Basis 91 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor 0 RPM

ii) Speed of Pump Impeller RPM

Noise Level

Noise Level (db(A)) Avg. Max:

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

10 Calculations

ii) Static Suction Head (Only for WW Pump) 2 ft

v) Static Discahrge Head 37 ft

vi) Frictional Head (Suction and Discahrge) 17.94 ft

viii) Total Dynamic Head of Pump (TDH) 52.94 ft

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 0

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 18.25 hp

xiv) Brake Horsepower (bhp) (OEM Data) 0.00 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 36.33 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 #DIV/0! %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 50.23 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.09 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 12 hrs

xxi) Daily Pump flow 3,720 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 1,357,800 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 119,334 kWh/yr

xxv) Annual Energy Expenditure on Pumping 1,551,348 PKR/Yr

xxvi) Pumping System Efficiency after Improvement 59 %

xxvii) Water Flow after Efficiency Improvement 364 m3/hr

xxviii) Specific Energy Consumption at New Efficiency 0.07 kWh/m3

xxix) Potential of Energy Reduction 14.86 %

xxx) Reduced Annual Energy Consumption at Improved Efficiency 17,733 kWh/yr

xxxi) Annual Financial Saving on Pumping 230,523 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 50.23%. For pump attached with 40 HP motor, efficiency < 52.1% is considered to be LOW, (above 61.9% is EXCELLENT). This pumping system requires impeller adjustment which will improve efficiency to 59% with annual savings of 230,523 PKR.

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 86,000 PKR

pumping system need impeller adjustment adjust impeller

There is no pressure gauge installed at discahrge pipeline Install digital pressure gauge at discahrge pipeline

PFI plant is not installed PFI of 50 KVAr is recommended for disposal station

Voltmeter is not working

Install AmmeterAmmeter is not working

water flow meter is not Available Install new water flow meter

Install Voltmeter

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Lal Pull Disposal Station

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact NA

iv) Total Number of Pumps Installed 6

v) Total Number of Pumps in Operation 4

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty 2

Submersible Disposal Pump Qty 4

vi) Operational Scheme of Pumps Qty

Independent 6

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 12 hrs/day Estimated

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

2 Pump Basic Information Pump # 05

ii) Mounting / Erection

Horizontal Vertical Submersible

Foundation

iii) Concrete Bolted Bolted

iv)

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Wet Well Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Pit

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand KSB Country Pakistan

ii) Model Serial

iii) Certification Mark

iv) Year of Manufacture

v) Flowrate (Q) 2 Cusec 204 m3/hr

vi) Head (H) ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP BHP

ix) Speed (n) RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) 6

ii) Enter Length of Suction Pipe (ft) 2

iii) Enter Fittings on Suction Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Flow control 1

Bends

Strainer 1

viii) Availbility of Pressure Gauge Yes No

ix) Suction Pressure

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe (in) 6

ii) Length of Discharge Pipe (ft) 55

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Non return 1 1

Bends 1

Strainer

vi) Discharge Elevation (from Datum Line) 37 ft

Suction Side Elevation 2 ft

vii) Availbility of Pressure Gauge Yes No

viii) Discharge Pressure psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 20 hp 15 kW

iii) Voltage Range Volts

iv) Current Amperes

v) Power Factor (Cos ɸ)

Standard

Ambient Temp oC

Year of Manufacturing

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed RPM

vii) Reference Frequency 50 Hz

viii) Insulation Class

ix) Motor Frame Size

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 200 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant Not Installed

Panel Condition/Issues Excellent

Gland Leakage

Non Return Valve

Flow Meter not available

Pressure Gauge not available

Wiring fair

Housekeeping

Motor Terminal ok

Foundation/Civil work

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 6 inches

v) Pipe Perimeter 479 mm

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 158 m3/hr 2.6333 m3/min

Velocity in Pipe 2.41 m/sec

Pressure

i) Pressure at Discharge Side of Pump psig

ii) Pressure at Suction Side of Pump

ii) Total Length (Suction+Discahrge Pipe) 17 meter

Electric Measurements Volt 390.1 387.8 388.4

Ampere 23.5 24.8 26.1

kW 14 Power Factor 0.84

vi) Motor Working on Loading Basis 94 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor 0 RPM

ii) Speed of Pump Impeller RPM

Noise Level

Noise Level (db(A)) Avg. Max:

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

10 Calculations

ii) Static Suction Head (Only for WW Pump) 2 ft

v) Static Discahrge Head 37 ft

vi) Frictional Head (Suction and Discahrge) 15.23 ft

viii) Total Dynamic Head of Pump (TDH) 50.23 ft

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 0

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 8.82 hp

xiv) Brake Horsepower (bhp) (OEM Data) 0.00 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 18.77 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 #DIV/0! %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 47.02 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.09 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 12 hrs

xxi) Daily Pump flow 1,896 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 692,040 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 61,649 kWh/yr

xxv) Annual Energy Expenditure on Pumping 801,434 PKR/Yr

xxvi) Pumping System Efficiency after Improvement 57 %

xxvii) Water Flow after Efficiency Improvement 192 m3/hr

xxviii) Specific Energy Consumption at New Efficiency 0.07 kWh/m3

xxix) Potential of Energy Reduction 17.51 %

xxx) Reduced Annual Energy Consumption at Improved Efficiency 10,795 kWh/yr

xxxi) Annual Financial Saving on Pumping 140,337 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 47.02%. For pump attached with 40 HP motor, efficiency < 52.1% is considered to be LOW, (above 61.9% is EXCELLENT). This pumping system requires impeller adjustment and repair and maintenance which will improve efficiency to 59% with annual savings of 140,337 PKR.

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 186,000 PKR

Voltmeter is not working

Install AmmeterAmmeter is not working

water flow meter is not Available Install new water flow meter

Install Voltmeter

There is no pressure gauge installed at discahrge pipeline Install digital pressure gauge at discahrge pipeline

PFI plant is not installed PFI of 50 KVAr is recommended for disposal station

pumping system need impeller adjustment adjust impeller

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Lal Pull Disposal Station

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact NA

iv) Total Number of Pumps Installed 6

v) Total Number of Pumps in Operation 4

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty 2

Submersible Disposal Pump Qty 4

vi) Operational Scheme of Pumps Qty

Independent 6

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 12 hrs/day Estimated

ix) Annual Working Days 365 days

x) Source of Power

Picture

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

2 Pump Basic Information Pump # 06

ii) Mounting / Erection

Horizontal Vertical Submersible

Foundation

iii) Concrete Bolted Bolted

iv)

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Wet Well Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Pit

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand KSB Country Pakistan

ii) Model Serial

iii) Certification Mark

iv) Year of Manufacture

v) Flowrate (Q) 4 Cusec 408 m3/hr

vi) Head (H) ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP BHP

ix) Speed (n) RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) 8

ii) Enter Length of Suction Pipe (ft) 2

iii) Enter Fittings on Suction Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Flow control 1

Bends

Strainer 1

viii) Availbility of Pressure Gauge Yes No

ix) Suction Pressure

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe (in) 8

ii) Length of Discharge Pipe (ft) 55

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Non return 1 1

Bends 1

Strainer

vi) Discharge Elevation (from Datum Line) 37 ft

Suction Side Elevation 2 ft

vii) Availbility of Pressure Gauge Yes No

viii) Discharge Pressure psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 40 hp 30 kW

iii) Voltage Range Volts

iv) Current Amperes

v) Power Factor (Cos ɸ)

Standard

Ambient Temp oC

Year of Manufacturing

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed RPM

vii) Reference Frequency 50 Hz

viii) Insulation Class

ix) Motor Frame Size

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 200 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant Not Installed

Panel Condition/Issues Average

Gland Leakage

Non Return Valve

Flow Meter not available

Pressure Gauge not available

Wiring fair

Housekeeping

Motor Terminal ok

Foundation/Civil work

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 8 inches

v) Pipe Perimeter 638 mm

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 298 m3/hr 4.96 m3/min

Velocity in Pipe 2.55 m/sec

Pressure

i) Pressure at Discharge Side of Pump psig

ii) Pressure at Suction Side of Pump

ii) Total Length (Suction+Discahrge Pipe) 17 meter

Electric Measurements Volt 385.4 385.9 388.2

Ampere 49.9 48.7 46.7

kW 26.2 Power Factor 0.81

vi) Motor Working on Loading Basis 88 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor 0 RPM

ii) Speed of Pump Impeller RPM

Noise Level

Noise Level (db(A)) Avg. Max:

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

10 Calculations

ii) Static Suction Head (Only for WW Pump) 2 ft

v) Static Discahrge Head 37 ft

vi) Frictional Head (Suction and Discahrge) 16.54 ft

viii) Total Dynamic Head of Pump (TDH) 51.54 ft

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 0

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 17.06 hp

xiv) Brake Horsepower (bhp) (OEM Data) 0.00 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 35.12 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 #DIV/0! %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 48.56 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.09 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 12 hrs

xxi) Daily Pump flow 3,571 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 1,303,488 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 115,371 kWh/yr

xxv) Annual Energy Expenditure on Pumping 1,499,827 PKR/Yr

xxvi) Pumping System Efficiency after Improvement 59 %

xxvii) Water Flow after Efficiency Improvement 362 m3/hr

xxviii) Specific Energy Consumption at New Efficiency 0.07 kWh/m3

xxix) Potential of Energy Reduction 17.69 %

xxx) Reduced Annual Energy Consumption at Improved Efficiency 20,410 kWh/yr

xxxi) Annual Financial Saving on Pumping 265,331 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 48.56%. For pump attached with 40 HP motor, efficiency < 52.1% is considered to be LOW, (above 61.9% is EXCELLENT). This pumping system requires impeller adjustment and repair and maintenance which will improve efficiency to 59% with annual savings of 265,331 PKR.

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 186,000 PKR

Pumping system need impeller adjustment adjust impeller

There is no pressure gauge installed at discahrge pipeline Install digital pressure gauge at discahrge pipeline

PFI plant is not installed PFI of 50 KVAr is recommended for disposal station

Voltmeter is not working

Install AmmeterAmmeter is not working

water flow meter is not Available Install new water flow meter

Install Voltmeter

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Achant Garh-II Disposal Station

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact M Amjad

iv) Total Number of Pumps Installed 2

v) Total Number of Pumps in Operation 2

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty 1

Submersible Disposal Pump Qty 1

vi) Operational Scheme of Pumps Qty

Independent 2

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 12 hrs/day Estimated

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

2 Pump Basic Information Pump # 01

ii) Mounting / Erection

Horizontal Vertical Submersible

Foundation

iii) Concrete Bolted Bolted

iv)

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Wet Well Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Pit

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand KSB Country Pakistan

ii) Model Serial

iii) Certification Mark

iv) Year of Manufacture

v) Flowrate (Q) 2 Cusec 204 m3/hr

vi) Head (H) ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP BHP

ix) Speed (n) RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) 6

ii) Enter Length of Suction Pipe (ft) 2

iii) Enter Fittings on Suction Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Flow control 1

Bends

Strainer 1

viii) Availbility of Pressure Gauge Yes No

ix) Suction Pressure

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe (in) 6

ii) Length of Discharge Pipe (ft) 38

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Non return 1 1

Bends 1

Strainer

vi) Discharge Elevation (from Datum Line) 18 ft

Suction Side Elevation 2 ft

vii) Availbility of Pressure Gauge Yes No

viii) Discharge Pressure psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 20 hp 15 kW

iii) Voltage Range Volts

iv) Current Amperes

v) Power Factor (Cos ɸ)

Standard

Ambient Temp oC

Year of Manufacturing

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed RPM

vii) Reference Frequency 50 Hz

viii) Insulation Class

ix) Motor Frame Size

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 50 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant Not Installed

Panel Condition/Issues Average

Gland Leakage

Non Return Valve

Flow Meter not available

Pressure Gauge not available

Wiring fair

Housekeeping

Motor Terminal ok

Foundation/Civil work

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 6 inches

v) Pipe Perimeter 479 mm

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 185 m3/hr 3.0833 m3/min

Velocity in Pipe 2.82 m/sec

Pressure

i) Pressure at Discharge Side of Pump psig

ii) Pressure at Suction Side of Pump

ii) Total Length (Suction+Discahrge Pipe) 12 meter

Electric Measurements Volt 385.4 380.7 379.8

Ampere 25.6 23.2 26.2

kW 12.2 Power Factor 0.74

vi) Motor Working on Loading Basis 82 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor 0 RPM

ii) Speed of Pump Impeller RPM

Noise Level

Noise Level (db(A)) Avg. Max:

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

10 Calculations

ii) Static Suction Head (Only for WW Pump) 2 ft

v) Static Discahrge Head 18 ft

vi) Frictional Head (Suction and Discahrge) 20.15 ft

viii) Total Dynamic Head of Pump (TDH) 36.15 ft

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 0

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 7.44 hp

xiv) Brake Horsepower (bhp) (OEM Data) 0.00 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 16.35 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 #DIV/0! %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 45.47 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.07 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 12 hrs

xxi) Daily Pump flow 2,220 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 810,300 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 53,723 kWh/yr

xxv) Annual Energy Expenditure on Pumping 698,393 PKR/Yr

xxvi) Pumping System Efficiency after Improvement 57 %

xxvii) Water Flow after Efficiency Improvement 232 m3/hr

xxviii) Specific Energy Consumption at New Efficiency 0.05 kWh/m3

xxix) Potential of Energy Reduction 20.22 %

xxx) Reduced Annual Energy Consumption at Improved Efficiency 10,864 kWh/yr

xxxi) Annual Financial Saving on Pumping 141,238 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 45.47%. For pump attached with 20 HP motor, efficiency <48% is considered to be LOW, (above 60.9% is EXCELLENT). This pumping system requires impeller adjustment & also need maintenence which will improve efficiency from 45.47% to 57% with annual savings of 153,403 PKR.

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 216,000 PKR

pumping system need impeller adjustment Adjust impeller and also need maintenance

PFI plant is not installed PFI of 12.5 KVAr is recommended for disposal station

Voltmeter is not working

Install AmmeterAmmeter is not working

water flow meter is not Available Install new water flow meter

Install Voltmeter

There is no pressure gauge installed at discahrge pipeline Install digital pressure gauge at discahrge pipeline

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Achant Garh-II Disposal Station

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact M Amjad

iv) Total Number of Pumps Installed 2

v) Total Number of Pumps in Operation 2

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty 1

Submersible Disposal Pump Qty 1

vi) Operational Scheme of Pumps Qty

Independent 2

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 12 hrs/day Estimated

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

2 Pump Basic Information Pump # 02

ii) Mounting / Erection

Horizontal Vertical Submersible

Foundation

iii) Concrete Bolted Bolted

iv)

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Wet Well Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Pit

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand KSB Country Pakistan

ii) Model Serial

iii) Certification Mark

iv) Year of Manufacture

v) Flowrate (Q) 2 Cusec 204 m3/hr

vi) Head (H) ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP BHP

ix) Speed (n) RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) 6

ii) Enter Length of Suction Pipe (ft) 17

iii) Enter Fittings on Suction Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Flow control 1

Bends

Strainer 1

viii) Availbility of Pressure Gauge Yes No

ix) Suction Pressure

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe (in) 6

ii) Length of Discharge Pipe (ft) 20 Estimated

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Non return 1 1

Bends 1

Strainer

vi) Discharge Elevation (from Datum Line) 25 ft

Suction Side Elevation 12 ft

vii) Availbility of Pressure Gauge Yes No

viii) Discharge Pressure psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 20 hp 15 kW

iii) Voltage Range Volts

iv) Current Amperes

v) Power Factor (Cos ɸ)

Standard

Ambient Temp oC

Year of Manufacturing

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed RPM

vii) Reference Frequency 50 Hz

viii) Insulation Class

ix) Motor Frame Size

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 50 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant Not Installed

Panel Condition/Issues Average

Gland Leakage

Non Return Valve

Flow Meter not available

Pressure Gauge not available

Wiring fair

Housekeeping

Motor Terminal ok

Foundation/Civil work

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 6 inches

v) Pipe Perimeter 479 mm

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 180 m3/hr 3 m3/min

Velocity in Pipe 2.74 m/sec

Pressure

i) Pressure at Discharge Side of Pump psig

ii) Pressure at Suction Side of Pump

ii) Total Length (Suction+Discahrge Pipe) 11 meter

Electric Measurements Volt 383.5 388 387

Ampere 20 17.2 17.9

kW 8.7 Power Factor 0.71

vi) Motor Working on Loading Basis 58 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor 0 RPM

ii) Speed of Pump Impeller RPM

Noise Level

Noise Level (db(A)) Avg. Max:

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

10 Calculations

ii) Static Suction Head (Only for WW Pump) 12 ft

v) Static Discahrge Head 25 ft

vi) Frictional Head (Suction and Discahrge) 18.97 ft

viii) Total Dynamic Head of Pump (TDH) 31.97 ft

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 0

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 6.40 hp

xiv) Brake Horsepower (bhp) (OEM Data) 0.00 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 11.66 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 #DIV/0! %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 54.87 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.05 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 12 hrs

xxi) Daily Pump flow 2,160 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 788,400 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 38,310 kWh/yr

xxv) Annual Energy Expenditure on Pumping 498,034 PKR/Yr

xxvi) Pumping System Efficiency after Improvement 57 %

xxvii) Water Flow after Efficiency Improvement 187 m3/hr

xxviii) Specific Energy Consumption at New Efficiency 0.05 kWh/m3

xxix) Potential of Energy Reduction 3.74 %

xxx) Reduced Annual Energy Consumption at Improved Efficiency 1,433 kWh/yr

xxxi) Annual Financial Saving on Pumping 18,630 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 54.87%. For pump attached with 20 HP motor, efficiency between 50-56.9% is considered to be FAIR, (Above 60.9% is EXCELLENT). This pumping system requires impeller adjutment, which will improve efficiency to 57% with annual savings of 18,630 PKR.

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 86,000 PKR

PFI plant is not installed PFI of 12.5 KVAr is recommended for disposal station

Voltmeter is not working

Install AmmeterAmmeter is not working

water flow meter is not Available Install new water flow meter

Install Voltmeter

There is no pressure gauge installed at discahrge pipeline Install digital pressure gauge at discahrge pipeline

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Achant Garh-I Disposal Station

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact Rizwan

iv) Total Number of Pumps Installed 4

v) Total Number of Pumps in Operation 2

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty 2

Submersible Disposal Pump Qty 2

vi) Operational Scheme of Pumps Qty

Independent 4

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 12 hrs/day Estimated

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

2 Pump Basic Information Pump # 03

ii) Mounting / Erection

Horizontal Vertical Submersible

Foundation

iii) Concrete Bolted Bolted

iv)

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Wet Well Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Pit

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand KSB Country Pakistan

ii) Model Serial

iii) Certification Mark

iv) Year of Manufacture

v) Flowrate (Q) 2 Cusec 204 m3/hr

vi) Head (H) ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP BHP

ix) Speed (n) RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) 6

ii) Enter Length of Suction Pipe (ft) 2

iii) Enter Fittings on Suction Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Flow control 1

Bends

Strainer 1

viii) Availbility of Pressure Gauge Yes No

ix) Suction Pressure

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe (in) 6

ii) Length of Discharge Pipe (ft) 38

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Non return 1 1

Bends 1

Strainer

vi) Discharge Elevation (from Datum Line) 18 ft

Suction Side Elevation 2 ft

vii) Availbility of Pressure Gauge Yes No

viii) Discharge Pressure psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 20 hp 15 kW

iii) Voltage Range Volts

iv) Current Amperes

v) Power Factor (Cos ɸ)

Standard

Ambient Temp oC

Year of Manufacturing

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed RPM

vii) Reference Frequency 50 Hz

viii) Insulation Class

ix) Motor Frame Size

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 100 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant Not Installed

Panel Condition/Issues OK

Gland Leakage

Non Return Valve

Flow Meter not available

Pressure Gauge not available

Wiring fair

Housekeeping

Motor Terminal ok

Foundation/Civil work

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 6 inches

v) Pipe Perimeter 479 mm

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 180 m3/hr 3 m3/min

Velocity in Pipe 2.74 m/sec

Pressure

i) Pressure at Discharge Side of Pump psig

ii) Pressure at Suction Side of Pump

ii) Total Length (Suction+Discahrge Pipe) 12 meter

Electric Measurements Volt 418 419 416.8

Ampere 20.4 20.8 22.6

kW 11.7 Power Factor 0.76

vi) Motor Working on Loading Basis 78 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor 0 RPM

ii) Speed of Pump Impeller RPM

Noise Level

Noise Level (db(A)) Avg. Max:

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

10 Calculations

ii) Static Suction Head (Only for WW Pump) 2 ft

v) Static Discahrge Head 18 ft

vi) Frictional Head (Suction and Discahrge) 19.08 ft

viii) Total Dynamic Head of Pump (TDH) 35.08 ft

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 0

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 7.02 hp

xiv) Brake Horsepower (bhp) (OEM Data) 0.00 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 15.68 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 #DIV/0! %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 44.77 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.07 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 12 hrs

xxi) Daily Pump flow 2,160 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 788,400 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 51,521 kWh/yr

xxv) Annual Energy Expenditure on Pumping 669,770 PKR/Yr

xxvi) Pumping System Efficiency after Improvement 57 %

xxvii) Water Flow after Efficiency Improvement 229 m3/hr

xxviii) Specific Energy Consumption at New Efficiency 0.05 kWh/m3

xxix) Potential of Energy Reduction 21.45 %

xxx) Reduced Annual Energy Consumption at Improved Efficiency 11,053 kWh/yr

xxxi) Annual Financial Saving on Pumping 143,695 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 44.47%. For pump attached with 20 HP motor, efficiency <48% is considered to be LOW, (Above 60.9% is EXCELLENT). This pumping system requires impeller adjustment and repair and maintenance. After this intervention its efficiency will be improved to 57% (GOOD Efficiency range), with annual savings of 143,695 PKR,

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 186,000 PKR

pump needs impeller adjustment Adjust impeller and aslo need maintenance

PFI plant is not installed PFI of 25 KVAr is recommended for disposal station

Voltmeter is not working

Install AmmeterAmmeter is not working

water flow meter is not Available Install new water flow meter

Install Voltmeter

There is no pressure gauge installed at discahrge pipeline Install digital pressure gauge at discahrge pipeline

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Achant Garh-I Disposal Station

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact Rizwan

iv) Total Number of Pumps Installed 4

v) Total Number of Pumps in Operation 2

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty 2

Submersible Disposal Pump Qty 2

vi) Operational Scheme of Pumps Qty

Independent 4

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 12 hrs/day Estimated

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

2 Pump Basic Information Pump # 04

ii) Mounting / Erection

Horizontal Vertical Submersible

Foundation

iii) Concrete Bolted Bolted

iv)

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Wet Well Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Pit

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand KSB Country Pakistan

ii) Model Serial

iii) Certification Mark

iv) Year of Manufacture

v) Flowrate (Q) 4 Cusec 408 m3/hr

vi) Head (H) ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP BHP

ix) Speed (n) RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) 8

ii) Enter Length of Suction Pipe (ft) 2

iii) Enter Fittings on Suction Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Flow control 1

Bends

Strainer 1

viii) Availbility of Pressure Gauge Yes No

ix) Suction Pressure

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe (in) 8

ii) Length of Discharge Pipe (ft) 38

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Non return 1 1

Bends 1

Strainer

vi) Discharge Elevation (from Datum Line) 22 ft

Suction Side Elevation 2 ft

vii) Availbility of Pressure Gauge Yes No

viii) Discharge Pressure psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 40 hp 30 kW

iii) Voltage Range Volts

iv) Current Amperes

v) Power Factor (Cos ɸ)

Standard

Ambient Temp oC

Year of Manufacturing

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed RPM

vii) Reference Frequency 50 Hz

viii) Insulation Class

ix) Motor Frame Size

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 100 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant Not Installed

Panel Condition/Issues OK

Gland Leakage

Non Return Valve

Flow Meter not available

Pressure Gauge not available

Wiring fair

Housekeeping

Motor Terminal ok

Foundation/Civil work

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 8 inches

v) Pipe Perimeter 638 mm

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 315 m3/hr 5.25 m3/min

Velocity in Pipe 2.70 m/sec

Pressure

i) Pressure at Discharge Side of Pump psig

ii) Pressure at Suction Side of Pump

ii) Total Length (Suction+Discahrge Pipe) 12 meter

Electric Measurements Volt 420.5 418.7 422.2

Ampere 25 27.5 24.1

kW 13.9 Power Factor 0.75

vi) Motor Working on Loading Basis 47 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor 0 RPM

ii) Speed of Pump Impeller RPM

Noise Level

Noise Level (db(A)) Avg. Max:

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

10 Calculations

ii) Static Suction Head (Only for WW Pump) 2 ft

v) Static Discahrge Head 22 ft

vi) Frictional Head (Suction and Discahrge) 18.08 ft

viii) Total Dynamic Head of Pump (TDH) 38.08 ft

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 0

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 13.34 hp

xiv) Brake Horsepower (bhp) (OEM Data) 0.00 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 18.63 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 #DIV/0! %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 71.58 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.04 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 12 hrs

xxi) Daily Pump flow 3,780 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 1,379,700 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 61,208 kWh/yr

xxv) Annual Energy Expenditure on Pumping 795,710 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 71.58%. For pump attached with 20 HP motor, efficiency in the range 71% is considered to be Excellent , . This pumping system does not require any intervention.

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 86,000 PKR

PFI plant is not installed PFI of 25 KVAr is recommended for disposal station

Voltmeter is not working

Install AmmeterAmmeter is not working

water flow meter is not Available Install new water flow meter

Install Voltmeter

There is no pressure gauge installed at discahrge pipeline Install digital pressure gauge at discahrge pipeline

1 Pumping Station Information

1 Fresh Water Supply

2 Wastewater Disposal

3 Waste Water Treatment Plant

4 Water Treatment Plant

Name of Engineer

WASA Staff Name

i) Name of Pumping Station Baja Line Disposal Station

ii) Name of Subdivision Mughalpura , Lahore

iii) Operator Name & Contact Akbar Sb

iv) Total Number of Pumps Installed 2

v) Total Number of Pumps in Operation 1

vi) Year of Starting Operation

vii) Types of Pumps

Standard Deep Well Water Turbine Pumps Qty

Submersible Deep Well Water Turbine Pumps Qty

Centrifugal Pump Qty

Submersible Disposal Pump Qty 2

vi) Operational Scheme of Pumps Qty

Independent 2

Series

Parallel

vii) Any Header / Tank / Reservoir

Yes No

viii) Any Record Keeping

Time Flow Pressure

Level Quality of Water Power Consumption

Maintenance Record Electricity Bill Fuel Consumption Data

viii) Daily Operational Time 15 hrs/day Estimated

ix) Annual Working Days 365 days

x) Source of Power

Energy Report of WASA Pumps

Primary LESCO Secondary

xi) In Case of Secondary Power Source Fuel Data Details

xii) Operational Hours of Secondary Power Source hrs/day

2 Pump Basic Information Pump # 02

ii) Mounting / Erection

Horizontal Vertical Submersible

Foundation

iii) Concrete Bolted Bolted

iv)

v) Cooling Type

Water Cooled Air Cooled

vi) Number of Stages

Single Multi

vii) Pump and Motor Assembly

Direct Coupled Belt / Gear

viii) Source of Suction

Wet Well Overhead Tank Underground Tank

Pressurized Source

ix) Pump Discharge Destination

Overhead Tank Drain On Ground Reservoir

Pit

Pump Operational Scheme

On / OFF Proportional

x) Pump Flow Control

Throttle VFD Controlled

xi) Any Retrofits ?

Impeller Detail

Casing / Volute Detail

Line Shaft (DW) Detail

Column Sett. (DW) Detail

Motor Replacement Detail

Motor Rewinding Detail

xii) Self Priming

Yes No NA (not applicable)

xiii) Non Clogging (In case of wastewater)

Yes No

xiv) Flowmeter Available

Yes No

xv) Flowmeter Working

Working Properly Malfunctioning (Damaged)

3 Pump Nameplate Data

i) Make / Brand KSB Country Pakistan

ii) Model Serial

iii) Certification Mark

iv) Year of Manufacture

v) Flowrate (Q) 2 Cusec 204 m3/hr

vi) Head (H) ft

vii) Discharge Pressure (P) Psig

viii) Power / HP / BHP BHP

ix) Speed (n) RPM

x) Maximum Pressure (Pmax)

xi) Maxiumum Allowable Temperature

5 Piping System

Suction Side

Select Pipe Material of Construction MS Pipe

i) Enter Diameter of Suction Pipe (In) 6

ii) Enter Length of Suction Pipe (ft) 2

iii) Enter Fittings on Suction Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Flow control 1

Bends

Strainer 1

viii) Availbility of Pressure Gauge Yes No

ix) Suction Pressure

Discharge Side

Pipe Material of Construction MS Pipe

i) Diameter of Discharge Pipe (in) 6

ii) Length of Discharge Pipe (ft) 38 Estimated

iii) Fittings on Discharge Pipe

Fitting Type 1 Qty Type 2 Qty Type 3 Qty

Valves Non return 1 1

Bends 1

Strainer

vi) Discharge Elevation (from Datum Line) 20 ft

Suction Side Elevation 2 ft

vii) Availbility of Pressure Gauge Yes No

viii) Discharge Pressure psig

6 Motor Nameplate Data

i) Manufacturer Siemens

ii) Rated kW / hp 20 hp 15 kW

iii) Voltage Range Volts

iv) Current Amperes

v) Power Factor (Cos ɸ)

Standard

Ambient Temp oC

Year of Manufacturing

Efficiency Class

IE3 Eff 1

IE2 Eff 2

IE1 Eff 3

Standard Efficiency

vi) Motor Speed RPM

vii) Reference Frequency 50 Hz

viii) Insulation Class

ix) Motor Frame Size

x)

7 Electrical System Observations

i) Electrical Meter Reference Number

ii) Meter Reading

iii) Meter Time and Date

Correct FALSE

Lag by Lead by

iv) Transformer Rating (kVA) 50 Condition OK

Pump O & M Cost

v) Motor Starting Method

Direct Online Star (Wye) - Delta

Autotransformer Starter Soft Starter

Variable Frequency Drives

v) Electrical Protections Available

Earthing / Grounding Fuses or Miniature Circuit Breaker (MCB)

Earth Leakage Circuit Breaker (ELCB) and Residual Current Circuit Breaker (RCCB)

PFI Plant Not Installed

Panel Condition/Issues OK

Gland Leakage

Non Return Valve

Flow Meter not available

Pressure Gauge not available

Wiring fair

Housekeeping

Motor Terminal ok

Foundation/Civil work

Field Measurements

8 Flow Measurement

i) Flow Measurement Location

Discharge Pipe Suction Pipe

ii) Pipe Material of Construction MS Pipe

iii) Paint on Pipe Yes No

iv) Pipe Diameter 6 inches

v) Pipe Perimeter 479 mm

vi) Type of Clamping (V/N/Z) V

viii) Flow Measurement 100 m3/hr 1.6667 m3/min

Velocity in Pipe 1.52 m/sec

Pressure

i) Pressure at Discharge Side of Pump psig

ii) Pressure at Suction Side of Pump

ii) Total Length (Suction+Discahrge Pipe) 12 meter

Electric Measurements Volt 410.7 410.1 399

Ampere 20.9 20.5 20.5

kW 9 Power Factor 0.62

vi) Motor Working on Loading Basis 60 %

Oversize Undersize Properly Sized

Speed

i) Speed of Motor 0 RPM

ii) Speed of Pump Impeller RPM

Noise Level

Noise Level (db(A)) Avg. Max:

Thermal Imaging

i) Motor Motor Pump Coupling

Pump Volute Casing Pump Bearings

Electric Panels

10 Calculations

ii) Static Suction Head (Only for WW Pump) 2 ft

v) Static Discahrge Head 20 ft

vi) Frictional Head (Suction and Discahrge) 5.93 ft

viii) Total Dynamic Head of Pump (TDH) 23.93 ft

x) Specific Speed of Pump

Ns = RPM x GPM0.5 / H0.75

impeller rpm necessary to produce 1gpm/ft head 0

500-10,000, standard, 2,000-3,000 high efficiency

xi) Difference of Pump Curve flow and Measured Flow at the TDH m3/hr

xii) Deviation of actual flow from the pump curve flow %

xiii) Water Horsepower (whp) (TDH x Actual Measured Flow) 2.66 hp

xiv) Brake Horsepower (bhp) (OEM Data) 0.00 hp

xv) Electrical Horsepower(ehp) (Electrical Measurement at Motor input) 12.06 hp

xvi) Efficiency of Individual Pump (ηpump) (whp/bhp) x 100 #DIV/0! %

xvii) Efficiency of Pumping System (ηsystem)Existing (whp/ehp) x 100 22.06 %

xviii) Existing Specific Pumping Energy (En(pumping01)) 0.09 kWh/m3

xix) Avg. Cost of Energy (Based on Grid and Backup) 13 PKR/kWh

xx) Daily Operational Time of Pump 15 hrs

xxi) Daily Pump flow 1,500 m3/day

xxii) Annual working days 365 days

xxiii) Annual Pump flow 547,500 m3/yr

xxiv) Annual Energy Consumption of Pump (En(pumping01) x Annual Pump Flow) 49,539 kWh/yr

xxv) Annual Energy Expenditure on Pumping 644,010 PKR/Yr

xxvi) Pumping System Efficiency after Improvement 61 %

xxvii) Water Flow after Efficiency Improvement 277 m3/hr

xxviii) Specific Energy Consumption at New Efficiency 0.03 kWh/m3

xxix) Potential of Energy Reduction 63.84 %

xxx) Reduced Annual Energy Consumption at Improved Efficiency 31,626 kWh/yr

xxxi) Annual Financial Saving on Pumping 411,142 PKR/Yr

11 Summary of Findings

Pumping system efficiency is 22.06%. For pump attached with 20 HP motor, efficiency below 48% is considered to be LOW, (Above 60.9% is EXCELLENT). This pumping system requires pump to be changed. After this intervention its efficiency will be improved to 61% (GOOD Efficiency range), with annual savings of Rs. 411,142 per year,

Issues & Recommendations

12 ISSUES RECOMMENDATIONS

i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

xi)

xii)

xiii)

xiv)

xv)

xvi)

xvii)

xviii)

Financial Analysis / Indicators

12 Estimated Investment for Improvement Plan 2,216,000 PKR

Voltmeter is not working

Install AmmeterAmmeter is not working

water flow meter is not Available Install new water flow meter

Install Voltmeter

There is no pressure gauge installed at discahrge pipeline Install digital pressure gauge at discahrge pipeline

PFI plant is not installed PFI of 12.5 KVAr is recommended for disposal station

pumping system efficiency is less than 30% replace pump

ANNEXURE-2

Selected Pictures

Poor electric wiring at Achant Garh disposal Open electric wiring at Achant Garh disposal

Poor electrical connections at Lal Pul disposal Poor electric wiring at Lal pul disposal

Poor house keeping at Tauheed Park disposal Poor electric wiring at Baja line disposal

No fan cover at Sahar road

Poor wiring at Sahar Road

Defective A and V meter at Sahar road Open motor connections at Jamilabad

Poor wiring at Millap Street Poor panel at Millap Street

.

Defective LEDs at Sansi Quarter Defective PFI display at Sansi quarter

Poor electrical wiring at Sansi Quarter

No terminal box at Faisal Childeren park

Faulty PFI display at Kotli Peer

Poor panel at Shah Kamal Road

Open motor connections at Baba Bhari Peer

Poor connections at Baja Line

Defective PFI display at Fayyaz Park Open motor connections at Fayyaz Park