Presentation of GIS Works by Adil Latif

Adil LatifGIS AnalystWR DivisionNESPAK

List of Projects Standing Consultancy services for the

office of PCIW. Kishenganga Dam Case Arbitration Storm Water Drainage for 5 Cities of Al-

Baha Region, K.S.A. Water Sector Improvement Project (WSIP) Attabad Landslide Lake 840MW Suki Kinari Hydropower Project

Responsibilities Data Collection, Review & Analysis

Develop GIS maps showing the River catchment area, Drainage Pattern, Contours, Infrastructures and other important features as per requirement.

Draw the X-sections, longitudinal Profiles of main River and Major Tributaries.

GeoReferencing of GT Sheets and other relating drawings.

Responsibilities Calibration of DEM.(Aster & SRTM) Digitizing of contours from GT Sheet. Developed Elevation-Area-Capacity

(EAC) curve at the project sites by using digital elevation models.

Developed the Spatial Data base for Western Rivers (Indus , Jhelum & Chenab River)

Responsibilities Satellite Image Prcessing Developed Hypsometric Curves Developed Isohyetal Maps for various

Projects Calibration of DEM by observing correlation

of survey data with different data sets(GT Sheet, SRTM,ASTER).

Geo-Statistical Analysis Supervised bathymetric Survey of Attabad

Lake carried out by ISRIP.

Pakaldul HEP (India)Client: PCIW

Pakaldul HEP (India) Salient FeaturesInstalled Capacity : 1000 Mw Location : At Marusadar River(Major Tributary of River Chenab)

Dam Type : Concrete Face Rock FillDam Height : 167 mFull Reservoir Level : 1700 m aslReservoir Capacity : 132.91 Mm3

GIS Activities on Pakaldul HEP Location Map Hydrological Basin Map Geo-Referencing of GT Sheets and

Survey Drawings Elevation Map Longitudinal Profiles of Major

Tributaries Calculate EAC using Survey Data and

ASTER Data

0 20 40 60 80 100 120 140 160 180

0.020.040.060.080.0100.0120.0140.0160.0180.0

1,450

1,500

1,550

1,600

1,650

1,700

1,750

1,450

1,500

1,550

1,600

1,650

1,700

1,750

Volume (Provided by India) Volume (Estimated from ASTER)Area (Provided by India) Area (Estimated from ASTER)Volume (Mm3)

Elev

atio

n (m

asl

)Area (km2)

Elev

atio

n (m

asl

)

Kishenganga HEP Case Arbitration

Location Map of KHEP

KHEP Dam SiteNeelum River Basin

Neelum Jhelum Dam Site

Jhelum River Basin

Hydrological Basin of Jhelum River up to Mangala

Image Processing of Zainagir Canal (India)


Madhumati Nallah

Zainagir Canal Off-Take


Land Use Classification

Command Area Provide by India :13,300 AcreCommand Area Provide by India :13,357 Acre

Compensation of KHEP impact on NJHEP due to Dudhnial and Kohala Projects

CWC’s has contrived in the end of its report an offsetting mechanism of reduction of energy at NJHEP due to implementation of KHEP by referring to the alleged Dudhnial and Kohala hydroelectric plants.


Pakistan disagree with such thoughts based on merely some information possibly shared in the past about the planning of the Dudhnial project as storage works. Dudhnial HEP was initially conceived in early 80s as a storage project incorporating a 210m high dam with about 9km long tunnel to tap a total head of more than 300m. The project parameters were based on a desk study carried out in the offices of WAPDA. Till 1980 to date the project has to undergo the pre-feasibility and feasibility studies so that the configuration of the projects may be finalised and it may be decided whether the project would be feasible as a storage or run-of-river scheme.


It was checked and found, using satellite images and SRTM DEM, that construction of 210m high dam at Dudhnial would inundate about 30km of upstream river reach till Kel which amounts to inundation of the native population and relocation of the road that would become part of the reservoir. The inundation would also submerge Sharda village which is an ancient Buddhist monastery.

Inundation due to Dudhnial Dam with 15 m Height.







Inundation impact of Dudhnail HEP reservoir

Dam Height (m) No. of Inundated Houses Inundated Road (km) Inundated Bridges

15 68 0.27 1

20 101 0.43 1

25 184 0.60 1

30 232 0.91 2

40 353 2.21 3

50 470 3.87 3

210 1809 32.42 6

0 500 1000 1500 2000 2500 3000 35002000

2500

3000

3500

4000

4500

5000

5500

Hypsometric Curve of Neelum River at Kel

Area (km²)

Elev

atio

n (m

asl

)

3280 - 3274

3274 - 3233

3233 - 3007

3007 - 2588

2588 - 2113

2113 - 1618

1618 - 1129

1129 - 688

688 - 346

346 - 125

125 - 17

0 100 200 300 400 500 600

Area (km²)

Elev

atio

n Ba

nds

(m a

sl)

Hypsometric Chart of Neelum River at Kel

Study and design of storm water drainage and Flood Management for five cities in Al Baha Region

of KSA

Project Location

Storm water drainage and Flood Management study in Al Baha region-KSA

Project CitiesStorm water drainage and Flood Management study in Al Baha region-

KSA

Al-AqiqAl-Mandaq

Al-Qilwah

Biljurashi

Al-Makhwah

MethodologyStorm water drainage and Flood Management study in Al Baha region-

KSA

Calibration of DEM (SRTM)

Delineation of Drainage Network

Catchment area Calculation

X-Sectional and Longitudinal Profiles

of Streams

INUNDATION MAPPING AND

IDENTIFICATION OF FLOOD PRONE ARES

Assessment of stream layout and characteristics in each city

During detail analysis various Digital Elevation Models (DEM) were generated with the combination of different data sets in order to achieve the maximum accuracy.

DEM made from Surveyed Cross Section. DEM made from Contours and Elevation

points digitized from topographical sheets.

DEM made with combination of contours digitized from topographical sheet and cross Sectional survey.

DEM made from Topographical survey and Extracted Points of SRTM.

Correlation plot of SRTM data and Survey points

Survey

SRTM

Correlation plot of calibrated DEM and Survey data

Survey

Inte

rpol

ated

DEM

Elevation Map of Biljurashi City (KSA)

Layout of streams in Area 1

Longitudinal Profiles of Main Stream and Tributaries in Area 1

1800

1850

1900

1950

2000

2050

2100

2150

2200

2250

2300

0 5000 10000 15000 20000 25000 30000

Distance (m)

Elev

ation

(m)

Wadi Bani Salim TR5 Wadi Al Bukayr TR3 TR2 TR1

Slope 1.88%

Project Area Boundary


SATELLITE IMAGERY SHOWING NATURAL STREAM IN AL-AQIQ

CITY PREMISES


NATURAL FLOW PATH OF STREAMS IN AL-

AQIQ CITY

WADI AN NUGHARA(Upper Reach)

WADI AN NUGHARA(Lower Reach)

WADI AL LIHYAN


EXISTING BRIDGES AND CULVERTS IN AL-AQIQ

CITY

WADI AN NUGHARA(Upper Reach)

WADI AN NUGHARA(Lower Reach)

WADI AL LIHYAN


Measuring Tape

100 Year flood level

COMPUTED 100-YEAR FLOOD EXTENTS ALONG STREAMS

SNAP SHOWING FIELD ASSESSMENT OF

COMPUTED 100-YEAR FLOW DEPTH ON

BRIDGE OVER WADI AN NUGHARA


INUNDATION MAPPING SHOWING SETTLEMETS AND

FLOOD PRONE AREAS IN AL-AQIQ CITY


PROPOSED FLOOD PROTECTION WORKS

FOR AL-AQIQ CITY


CONTROLLED 100-YEAR FLOOD INUNDATIONS IN

AL-AQIQ CITY

Affected Built-up Land Corresponding to 100-Year Flood

Built-Up Land

Wadi Name Total Area (m²) Affected Area (m²) %age of Affected Area

Wadi Bani Salim 2,711,382 106,622 3.93

Wadi Mutaf 511,683 5,654 1.11

Wadi Tahiyah 2,272,581 195,959 8.62

Affected Cultivated Land Corresponding to 100-Year Flood

Cultivated Land

Wadi Name Total Area (m²) Affected Area (m²) % of Affected Area

Wadi Bani Salim 21,551,778 3,920,056 18.19

Wadi Mutaf 4,551,841 737,204 16.20

Wadi Tahiyah 30,540,902 5,982,233 19.59

Sindh Water Sector Improvement Phase1

Selection Based on Soil Texture Seepage losses mainly depend on the soil texture through which

an irrigation channel traverses. Thus soil texture has been taken as the 2nd but prime criteria for the selection of sample channels. In order to identify various soil texture types in project area, soil texture maps developed by Planning Division of WAPDA on 1:250,000 scale have been studied. These maps classify project land with following types of soil textures;

Coarse (Sand, loamy sand) Moderately Coarse (sandy loam, fine sandy loam) Medium ( loam, silt loam, silt) Moderately fine (sandy clay loam, clay loam, silty clay loam) Fine (sandy clay, silty clay, clay)

Original Map showing soil texture classification

Digitized polygons of soil texture classification

Identification of channel length passing through various textures

Length of Channels passing through various soil textures in each AWB

Bathymetric Survey Supervised the Bathymetric Survey of

Attabad Lake conducted by ISRIP for finding the appropriate location of intake for the proposed lake tap tunnel.

Layout and Location of Surveyed Cross Sections

0 50 100 150 200 250 300 350 400 450 500 2388

2392

2396

2400

2404

2408

2412

2416

2420

2424

2428

2432

2436

2440

BATHYMETRIC SURVEY OF ATTABAD LANDSLIDE DAM LAKECross Section at New Shishkat Bridge, Date: 24-07-2011

Distance from Left Bank (meter)

Ele

vatio

n (S

PD

) Met

er

0 100 200 300 400 500 600 700 2330

2350

2370

2390

2410

2430

2450

BATHYMETRIC SURVEY OF ATTABAD LANDSLIDE DAM LAKECross Section at Old Shishkat Bridge, Date: 23-07-2011

Distance from Left Bank (meter)

Ele

vatio

n (S

PD

) Met

er

Old Shishkat Bridge Old

Documents

Presentation of GIS Works by Adil Latif