Ø 2100MM BH-18 - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_03.pdfL-SECTION TOKYO ENGINEERING CONSULTANTS CO., LTD. CTI ENGINEERING INTERNATIONAL

113.

648

113.

883

77.0

0

00.0

0

(OF MANHOLE CHABER)INVERTLEVEL

114.

01

222.

00

124.

383

125.

010

GROUND LEVEL(MANHOLE TOP LEVEL)

DATUM

119.00

120.00

121.00

114.00

112.00

111.00

113.00

110.00

117.00

116.00

115.00

118.00

125.

198

122.00

123.00

124.00

125.00

126.00

113.

314

449.

00

507.

0011

3.22

2

123.

814

123.

972

CHANAGE

NODE NO.

DIAMETER (mm)

COVER DEPTH

2100

2100

2100

2100

2100

8.28

7

8.78

6

9.35

3

8.23

9

8.55

3

MH-5B

MH-4B

MH-3B

MH-2BMH-1B

TC_N

1

MH- 5

BØ 2100MM

Ø 2100MM

TUBEWEL L NO. 5

CANTONMENT AREA

Ø 2100MM

Ø 2100MM

CH-5

07.00

MH- 4

B

CH-4

49.00

MH- 3

B

CH-2

22.00

CH-7

7.00

MH- 2

B

CH-0

0.00

MH- 1

B

MAT

CH L

INE

1

TBM-117.700 M.

BH-18

PLAN

L-SECTION

TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.

FEASIBILITY STUDY FOR KANPUR CITY

FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON

AGENCYCOOPERATIONINTERNATIONALJAPAN

PLAN AND PROFILE OF MANHOLE SURVEY FROM TUBE WELL NO. 5 CANTONMENT AREA TO

CHABBILE PURWA (MEETING POINT OF 60" TRUNK SEWER) (SHEET 1/5)

KAN-PPM-TC-178

112.

976

662.

0012

4.25

6

113.00

114.00

117.00

115.00

116.00

118.00



110.00

111.00

112.00

125.00

119.00

121.00

120.00

122.00

124.00

123.00

COVER DEPTH

DIAMETER (mm)

NODE NO.

CHANAGE

9.05

221

00TC

_N2

MH-6B

DATUM

MH-

6BCH

-662

.00

Ø 2100MM

MANHOLE COULD NOT BE SURVEYED BECAUSE OF MILATARY RESTRICTION MILATARY RESTRICTION

Ø 2100MM

MANHOLE COULD NOT BE SURVEYED BECAUSE OF

MH-

7BCH

-138

7.00

MAT

CH L

INE

1

MAT

CH L

INE

2

PLAN

L-SECTION







KAN-PPM-TC-279

TBM-117.700 M.

BH-18

111.

901

1387

.00

111.

581

111.

751

1602

.00

1482

.00

119.

021

122.

531

118.

961

111.

314

111.

444

1686

.00

1776

.00

122.

984

122.

564

113.00

114.00

117.00

115.00

116.00

118.00



110.00

111.00

112.00

125.00

119.00

121.00

120.00

122.00

124.00

123.00

COVER DEPTH

CHANAGE

DIAMETER (mm)

NODE NO.

4.96

6

4.97

3

8.73

8

9.32

1

9.06

7

2100

TC_N

3

TC_N

4

2100

2100

2100

2100

MH-7B

MH-8B

MH-9BMH-10B

MH-11B

DATUM

Ø -2100 MM

MH- 9B

Ø -2100 MM

MH- 1

0B

CH-1

387.

00M

H- 7B

Ø -2100 MM

MH-

8B

Ø -2100MM

CH-1

482.

00

CH-16

02.00

CH-16

86.00

MAT

CH L

INE

2

MATC

H LIN

E 3

PLAN

L-SECTION







KAN-PPM-TC-380

TBM-117.700 M.

BH-18

123.

055

122.

564

1871

.00

111.

305

1776

.00

111.

314

122.

462

1979

.00

111.

212

120.

301

2269

.00

111.

201

113.00

114.00

117.00

115.00

116.00

118.00



110.00

111.00

112.00

125.00

119.00

121.00

120.00

122.00

124.00

123.00

CHANAGE

NODE NO.

DIAMETER (mm)

COVER DEPTH

2100

2100

2100

9.06

5

9.60

8

9.04

3

6.79

1

TC_N

5

MH-11BMH-12B

MH-13B

MH-14B

TC_N

6

DATUM

MH-

12B

CH-1

871.

00

MH- 1

3B

CH-19

79.00

Ø-2100 M

M

Ø -2100 MMMH

-11B

CH-17

76.00 Ø -2100 MM

MH-

14B

CH-2

269.

00

Ø -2100 MM

MATC

H LIN

E 3

MAT

CH L

INE

4

PLAN

L-SECTION







KAN-PPM-TC-481

TBM-117.700 M.

BH-18

111.

123

2453

.00

111.

193

2543

.00

111.

168

2727

.00

111.

117

2637

.00

110.

776

2864

.00

2820

.00

110.

953

118.

393

118.

068

117.

067

117.

373

116.

676

115.

453

110.

576

2992

.00

116.

326

113.00

114.00

117.00

115.00

116.00

118.00



110.00

111.00

112.00

119.00

120.00

NODE NO.

DIAMETER (mm)

CHANAGE

COVER DEPTH

5.03

621

00

4.67

221

00

4.04

221

00

3.75

221

00

2.25

721

00

3.66

321

00

3.56

721

00

TC_N

8

MH-15B

MH-16B

MH-17B

MH-18B

MH-19B

MH-20B

MH-21B

TC_N

7

TC_N

9

DATUM

Ø -2100 MM

CH-2

453.

00

MH-

15B

MH-

16B

CH-2

543.

00

Ø -2100 MM

Ø -2100 MM

MH-

17B

CH-2

637.

00Ø -2100 MM

MH- 19B

MH- 20B

CH-28

68.00

CH-28

20.00

Ø -2100 MM

%C -2100 MM

MH-

18B

CH-2

727.

00

Ø -2100 MM

MH-

21B

CH-2

992.

00

MAT

CH L

INE

4

PLAN

L-SECTION







KAN-PPM-TC-582

TBM-117.700 M.

BH-18

118.170I.L.118.432I.L.

112.

920

120.

970

268.

00

112.

932

119.

432

197.

00

117.00

113.

592

117.

092

100.

00

112.00

110.00

111.00

115.00

113.00

114.00

00.0

011

6.32

311

3.59

2

DATUM

116.00

112.

871

123.

271

462.

00

MH-1A

MH-2A

MH-3A

MH-4A

MH-5A

NODE NO.

DIAMETER (mm)

INVERT LEVELOF SEWER LINE

CHAINAGE

COVER DEPTH

GROUND LEVEL (MANHOLE TOP LEVEL)

CJ_N

122

501.2

5

CJ_N

222

504.2

2

TBM2-

119.13

5M

TANNERY

MO

TI N

AGAR

RO

AD

CHEM

ICAL

SST

AR

HOSP

ITAL

COM

PANY

FILEINDO

SCHO

OL

ASHIA

TRADERSNAAZ

MH

- 2A

CH-1

97M

H- 3

ACH-1

00

GANGA

PLANTACTION

PS-1

TBM1-

116.15

0M

CHAB

EELA

PUR

VA

MH-

1A

TANNERY

RELIENCE

TANNERY

AIZAZ

FINISHERLEATHER

HAMEED

TANNERY

300 Ø/ 118.432 250 Ø/ 118.170

MH

- 4A

CH- 4

62

CH- 2

68

MH

- 5A

CH-0

0

MAT

CH L

INE

1

L-SECTION

L-PLAN





PLAN AND PROFILE OF MANHOLE SURVEYFROM CHABBILE PURWA (MEETING POINT OF 60" LINE)

TO JAJMAU CSPS(SHEET 1/8)

KAN-PPM-CJ-183

TBM-117.700 M.

BH-18

120.556I.L.

121.362I.L.

121.00

120.00

119.00

118.00

DATUM

116.00

114.00

113.00

115.00

111.00

110.00

112.00

117.00

123.

271

112.

871

462.

00

120.562I.L.

112.

662

122.

362

655.

00

120.461I.L.

119.861I.L.

120.156I.L.

112.

461

120.

861

948.

00

112.

556

121.

256

847.

00

121.662I.L.121.462I.L.

124.00

123.00

122.00 121.762I.L.118.170I.L.

MH-5A

MH-6A

MH-7A

MH-8A

NODE NO.

GROUND LEVEL

DIAMETER (mm)

(MANHOLE TOP LEVEL)

COVER DEPTH

OF SEWER LINEINVERT LEVEL

CHAINAGE

GUJJU PURWA

TANNARY

S.D.I.

PURWAGAJJU

TANNERYKASIB

TANNERYABDULLA

ALITE

TANNERY

TANNERYSULTAN

TANNERY

HABIB

RO

AD

TANKWATER

OIL MILLS

TANNERY

WAHID

TANNERY

ALITE

RELIENCE TANNERYGALIB TANNERY

150 FT ROAD

MAT

CH L

INE

1

MAT

CH L

INE

2

L-PLAN

L-SECTION







KAN-PPM-CJ-284

TBM-117.700 M.

BH-18

118.00

119.00

120.00

121.00

DATUM

116.00

114.00

113.00

115.00

111.00

110.00

112.00

117.00

948.

0011

2.46

112

0.86

1

118.794I.L.

119.394I.L.

118.893I.L.118.743I.L.

119.143I.L.

112.

294

119.

994

1235

.00

112.

381

119.

981

1185

.00

112.

443

119.

643

1140

.00

MH-8A

MH-9A MH-11AMH-10A

CJ_N

322

505.3

5

NODE NO.

GROUND LEVEL

DIAMETER (mm)

(MANHOLE TOP LEVEL)

COVER DEPTH


CHAINAGE

GUJJU PURWA

TANNARY

S.D.I.

150 Ø / 120.461CH-9

48M

H- 8

A

CHOWKIPOLICE

CHUNGI

200

200 Ø / 119.59 I.L.200 Ø / 119.69 I.L.

200 Ø / 119.69 I.L.

MH

- 12A

CH-1

619

OVER HEAD WATER TANK

FACTORYFACTORY

FACTORY

COM

PONE

NTS

& E

QUI

PMEN

T LT

D.

INDIAN TANNING INDUSTRIES

MIRAGE TANNERY

TBM4-

121.25

5M

200 Ø / 119.394 I.L.

300 Ø / 118.794 I.L.

CH-1

235

200 Ø / 119.143 I.L.300 Ø / 118.743 I.L.

300 Ø / 118.89 I.L.

MH

- 10A

MH

- 9A

CH- 1

140 M

H- 1

1A

CH- 1

185

MAT

CH L

INE

2

MAT

CH L

INE

3

L-PLAN

L-SECTION







KAN-PPM-CJ-385

TBM-117.700 M.

BH-18

118.00

119.00

120.00

121.00

DATUM

116.00

114.00

113.00

115.00

111.00

110.00

112.00

117.00

1619

.00

112.

147

120.

797

120.472I.L.

119.072I.L.

120.322I.L.120.722I.L.

120.372I.L.

111.

372

121.

372

1881

.00

112.

022

121.

022

1784

.00

119.265I.L.

119.365I.L.

120.565I.L.

119.665I.L.

119.265I.L.118.965I.L.

120.465I.L.

111.

065

120.

865

2202

.00

111.

119

121.

219

2126

.00

MH-12A MH-13A MH-14A

MH-15A

MH-16A

CJ_N

422

507.7

5

NODE NO.

GROUND LEVEL

DIAMETER (mm)

(MANHOLE TOP LEVEL)

COVER DEPTH


CHAINAGE

TANN

ERY

STO

RE

EIDGAH ROAD

MASJID

DAROOLUM MAQDUMIYAN MADARSA

PIONEER TANNERYLABOUR HOUSE OF

200 Ø/ 119.07 I.L.

200 Ø / 120.472 I.L.

100 Ø / 120.722

150 Ø/ 120.37 I.L. 200 Ø / 120.322 I.L.

97M / Ø -2250 MM

MH

- 13A

CH- 1

881

CH- 1

784

MH

- 14A

200 Ø / 120.59 I.L.250 Ø / 120.29 I.L.

200 Ø / 119.59 I.L.

200 Ø / 119.69 I.L.

200 Ø / 119.69 I.L.

MH

- 12A

CH-1

619

SHAL

IMAR

LEAT

HER

TANN

ERY

300Ø / 119.365

I.L.

350Ø / 119.265 I.L

300Ø / 119.265 I.L

300 Ø / 119.665 I.L.

MACDOOMIA TANNERY

VISW

AAT

TECH

NICA

L LT

D.

PLO

T W

ITH

DENS

E TR

EES

SALI

MAL

TAN

NERY

BALM

ER L

AWIE

CO.

LTD.

TAHA

TAN

NERY

BONE MILL

MADINA TANNERY

TANNERY

250 Ø /120.46I.L.

300Ø / 118.96I.L.

MH-

16A

MH-

15A

245M / Ø -2250 MM

76M / Ø -2250 MM

CH-2

126

TO PS

4

GREATER ARAFAT TANNERY

ALPH

AN T

ANNE

RY

CH-2

202

MAT

CH L

INE

3

MAT

CH L

INE

4

L-PLAN

L-SECTION







KAN-PPM-CJ-486

TBM-117.700 M.

BH-18

118.00

119.00

120.00

121.00

DATUM

116.00

114.00

113.00

115.00

111.00

110.00

112.00

117.00

2202

.00

111.

065

120.

865

119.582I.L.

119.782I.L.

119.682I.L.

110.

739

119.

939

2699

.00

110.

882

120.

582

2507

.00

MH-16A

MH-17A

MH-18A

CJ_N

522

507.4

5

NODE NO.

GROUND LEVEL

DIAMETER (mm)

(MANHOLE TOP LEVEL)

COVER DEPTH


CHAINAGE

GLU

B TA

NNER

Y- II

MALIK TANNERY

RESHAM MILL

NAUS

HAD

TANN

ERY

TALA

T TA

MM

ARY

KANP

UR T

ANNE

RY

SAIR

A TA

NNER

Y

CLOS

ED T

ANNE

RY

M.I.R TANNERY

IDHGAH ROAD

PLOT

MILA

N TAN

NERY

SUNR

ISE

TANN

ERY

TANN

ERY

U.P.

INDU

STRI

ES

U. P

. IN

DUST

RIES

AND

CHEM

ICAL

ALI

DE

USHM

AN T

ANNE

RY

SUNR

ISE

TANN

ERY

B.S.

F IND

IA LT

D.

SHAL

IMAR

LEAT

HER

TANN

ERY

300 Ø / 119.365

I.L.

350Ø / 119.265 I.L

300 Ø / 119.265 I.L

300 Ø / 119.665 I.L.

200 Ø / 119.68 I.L.

250 Ø / 118.782300 Ø / 119.582 I.L.

CH- 2

507

MH

- 17A

TANNERY

250Ø /120.46I.L.

300 Ø / 118.96I.L.

MH-

16A

MH-

15A

76M / Ø -2250 MM

CH-2

126

GREATER ARAFAT TANNERY

ALPH

AN T

ANNE

RY

CH-2

202

NEW

LIG

HT T

ENNE

RY

GLU

B TA

NNER

YSU

PER

LEAT

HERS

LIM

ITED

TAN

NERY

LIM

ITED

SUPE

R LE

ATHE

RS

G.S

TAN

NERY

J.S

INTE

RNAT

IONA

L

GLU

B TA

NNER

Y-I

200 Ø / 118.739 I.L.

200Ø / 118.939 I.L.

CH- 2

699

MH

- 18A

MAT

CH L

INE

4

MAT

CH L

INE

5

L-PLAN

L-SECTION







KAN-PPM-CJ-587

TBM-117.700 M.

BH-18

118.00

119.00

120.00

DATUM

116.00

114.00

113.00

115.00

111.00

110.00

112.00

117.00

2699

.00

110.

739

119.

939

118.939I.L.118.739I.L.

110.

520

116.

420

3189

.00

115.650I.L.

MH-18A

MH-19A

CJ_N

622

503.6

5

NODE NO.

GROUND LEVEL

DIAMETER (mm)

(MANHOLE TOP LEVEL)

COVER DEPTH


CHAINAGE

HEDYK TANNERY

KACCHA

KACC

HA

100Ø / 1

15.620

I.L.

MH- 19A CH- 31

89

PS-3

PAPU

TAN

NERY

BABA

TAN

NERY

RAJA

TAN

NERY

KEM

TANN

ERY

BHARAT TANNERY

SEEMA TANNERAA

BHAN

TAN

NERY

MEH

BOO

B TA

NNER

Y

LUX

TANN

ERY

KDA C

OLON

EY

SANJAY NAGAR

GLU

B TA

NNER

Y

GLU

B TA

NNER

YSU

PER

LEAT

HERS

LIM

ITED

TAN

NERY

LIM

ITED

SUPE

R LE

ATHE

RS

G.S

TAN

NERY

J.S

INTE

RNAT

IONA

L

GLU

B TA

NNER

Y-I

200 Ø / 118.739 I.L.

200 Ø / 118.939 I.L.

CH- 2

699

MH

- 18A

LUX

TANN

ERY

MATCH

LINE 6

MAT

CH L

INE

5

MATCH

LINE 6

L-PLAN

L-SECTION







KAN-PPM-CJ-688

TBM-117.700 M.

BH-18

3189

.00

110.

520

116.

420

121.

155

3836

.00

110.

230

112.00

110.00

111.00

115.00

113.00

114.00

116.00

DATUM

117.00

120.00

119.00

118.00

MH-19A

MH-20A

CJ_N

622

503.6

5

NODE NO.

GROUND LEVEL

DIAMETER (mm)

(MANHOLE TOP LEVEL)

COVER DEPTH


CHAINAGE

100Ø / 1

15.620

I.L.

MH- 19A CH

- 3189

KDA C

OLON

EY

118.520 SCREEN AND GRID CHANNAL LEVEL

ROAD UNDER CONSTRUCTION

CH- 3

836.

411

MH

- 20A CH

- 389

6.09

1M

H- 2

1A

MUNNA TANNERY

KACCHA

BRIC

K RO

AD

ROAD

KACCHA

MAT

CH L

INE

7

L-PLAN

L-SECTION







KAN-PPM-CJ-789

TBM-117.700 M.

BH-18

3896

.00

110.

18

121.

14

3969

.00

110.

1111

6.80

0

4014

.00

110.

10

117.

823

DATUM

116.00

114.00

113.00

115.00

111.00

110.00

112.00

118.00

119.00

120.00

117.00

121.

155

110.

230

3836

.00

121.00

MH-21AMH-21A

MH-22A

MH-23A

CJ_N

722

508.7

1

NODE NO.

GROUND LEVEL

DIAMETER (mm)

(MANHOLE TOP LEVEL)

COVER DEPTH


CHAINAGE

CH- 3

836.

411

MH

- 20A

CH- 3

896.

091

MH

- 21A

MH

- 22A

CH- 3

969.

011

MH

- 23A

CH- 4

014.

611

MAT

CH L

INE

7M

ATCH

LIN

E 7

L-PLAN

L-SECTION

TBM-117.700 M.

BH-18







KAN-PPM-CJ-890

CH-2

00

CH-50

SETH MOTILAL KHERIA SANATAN VIDYA

MANDIR SCHOOL

CH-100

CH-1

50

APARTMENT

3/254

CLASSIC

V I S H N U P U R I

K A

N P

U R

W A

T E

R W

O R

K S

JAL NIGAMUTTAR PARDESH

KANPUR

CH-0.0

CENT

RAL

AKHA

DA

CH-35

0

H.B.T

HOSTEL

CH-2

50

R2 4/214 (B)

OPEN CH-30

0

CH-4

00

CH-4

50

DHARMASHALASATSANDBHAVAN

CH-5

50

OPEN

CH-5

00

VISHNUPURI

SHAM

SHAN

BHU

MI

CH-6

00

CH-6

50

Ø450

Ø450

Ø450

PLAN

L-SECTION

TBM-117.700 M.

BH-18

115.00





PLAN & PROFILE OF RISING MAIN FROMNAWAB GANJ SPS TO COMPANY BAUG CHOURAHA

(SHEET 1/2)

KAN-PP-NC-191

DHARMASHALA

SATSANDBHAVANVISHNUPURI

SHAM

SHAN

BHU

MI

CH-60

0

CH-65

0

CH-1100

OFFIC

E

NURS

ERY

SCHO

OL

CONC. ROAD CONC. ROAD

UNIVE

RSITY

C.S.A.

EDUC

ATION

COUN

CIL

ALL I

NDIA

TECH

NICAL

SENIOR SECONDARY SCHOOL

SH. KASTURBA HIGH

CH-70

0

MISSION ASHRAM

CH-80

0

CH-75

0

RESID

ENCE

OF S

UPER

INTEN

DING

ENGIN

EERS

SCHO

OLWEN

DY

KHAR

ANJA

CH-85

0

ASHRAM

MISSION

RAMKRISHNA

RAMKRISHNA

CH-900

CH-1000

CH-1050

CH-950

MARK

ET

MITHA REST

AURA

NTKH

ATHA

KAMP

ANI

CHOR

AHA

BAGH

RAINA

Ø450

Ø450

Ø450

PLAN

L-SECTION

TBM-117.700 M.

BH-18

115.00





PLAN & PROFILE OF RISING MAIN FROMNAWAB GANJ SPS TO COMPANY BAUG CHOURAHA

(SHEET 2/2)

KAN-PP-NC-292





PLAN AND PROFILE OF RISING MAIN OFPARAMAT PUMPING STATION

(SHEET 1/3)

KAN-PP-PH-193






(SHEET 2/3)

KAN-PP-PH-294






(SHEET 3/3)

KAN-PP-PH-395

BH-18

L-SECTION

TBM-117.700 M.

BH-18

115.00

PLAN





PLAN & PROFILE OF RISING MAIN FROM PROPOSED

BHAGWATDAS SPS TO EXISTING Ø60" TRUNK SEWER (SHEET 1/2)

KAN-PP-BD-196

L-SECTION

TBM-117.700 M.

BH-18

115.00

PLAN





PLAN & PROFILE OF RISING MAIN FROM PROPOSED

BHAGWATDAS SPS TO EXISTING Ø60" TRUNK SEWER (SHEET 2/2)

KAN-PP-BD-297

111.00

DATUM 110.00

120.00

113.00

112.00

115.00

114.00

117.00

116.00

118.00

119.00

120.

525

119.

225

428.

40

478.

4012

1.40

0

448.

4012

1.25

5

538.

4012

1.88

0

508.

4012

1.70

0

598.

4012

2.16

0

568.

4012

2.06

0

119.

890

Ø80

0

Ø80

0

CHAINAGE

DIAMETER IM MM

NODE NO.

SLOPE 1 IN

GROUND LEVEL

COVER DEPTH

INVERT LEVEL

120.795

120.850120.525

120.985

118.520 SCREEN AND GRID CHANNAL LEVEL

120.675 118.815

118.715118.715

(U.P JALNIGAM UNDER GANGA ACTION PLAN)TREATMENT PLANT GANGA POLLUTION

121.225

122.160

121.000

121.080 120.855

121.710

120.835 SUMP INVERT

120.745120.745

122.060

121.880

121.400

121.255

121.

110

121.250

121.

080

121.

125

117.380

117.375

121.

195

121.

180

121.

170 117.390

117.990117.950

117.975

118.800

121.040

121.110121.075 119.765

119.780

119.735 118.825118.795118.755

118.260

118.210118.260

117.425117.370

117.

660

117.

550

117.

625

117.

475

117.

685

117.

680

MAT

CH L

INE

1

Ø80

0

L-SECTION

L-PLAN





PLAN AND PROFILE OF RISING MAIN FROMCOMBINED SEWAGE PUMPING STATION TO 36 MLD

INDUSTRIAL WASTE WATER TREATMENT PLANT(SHEET 2/2)

KAN-PP-CT-299

TBM-117.700 M.

BH-18

115.00

TO RIVER GANGA

LABOUR COLONY LAND

LABOURCOLONY

600mm ( 24") DIA SEWER

FRM GANGA MARG

375mm(15")DIAL=1.5M

TO S. D. COLLEGE HOSTEL

S.D.COLLEGE BOUNDARY

SUMP-1

PUMPHOUSE

PUMPHOUSE

SUMP-2

4.85M

6.0M Ø 5.0M Ø

4.95M

KATC

HA R

OAD

HOUS

ESHO

USES

PUCC

A N

ALLA

BRI

CK

HIG

H L

AND

LAID SEWER LINE

RENOVATION WORK

TO O

LD K

ANPU

R

FRO

M G

EETA

PAR

K

TO N

AWAB

GAN

J

375mm(15")DIA





LAYOUT OF REHABILITATION OF NAWAB GANJ PUMPING STATION

(SHEET 1/1)

KAN-PS-NAWAB-1100

SITE PLAN

RISING MAIN

DETAILS OF EXISTING PUMPING STATION

GENERAL ARRANGEMENT OF ADDITIONAL PUMPING STATION AT PARMAT

KAN-PS-PARMAT-2102

CTI ENGINEERING INTERNATIONAL CO., LTD.TOKYO ENGINEERING CONSULTANTS CO., LTD.

JAPAN INTERNATIONALCOOPERATIONAGENCY

THE STUDY ON WATER QUALITY MANAGEMENT PLAN FOR GANGA RIVER IN THE REPUBLIC OF INDIA


(SHEET 2/2)

X

X

Y YC

DSECTION Y-Y

SECTION X-X

SECTION Z-Z

Z

Z

LAYOUT PLAN OF REHABILITATION OFMUIRMILL PUMPING STATION

KAN-PS-MUIRMILL-1103






(SHEET 1 OF 1)

SITE PLAN OF GUPTARGHAT PUMPING STATION


N





LAYOUT PLAN OF REHABILITATION OFGUPTAR GHAT PUMPING STATION(SHEET 1 OF 1)

KAN-PS-GUPTAR-1 104

SITE FOR PROPOSED BHAGWATDAS NALA PUMPING STATION

114.000

113.500

115.160

109.875

BY PASS WEIR

NALA

112.980

109.995

108.900

113.000

112.500

115.095

115.225

112.000

111.635

114.115

BH-18

113.500

114.000

113.000

113.495

112.0

00

112.5

00

EXISTING ROAD

PROPOSED ROAD

LAYOUT OFBHAGWATDAS PUMPING STATION

(SHEET 1/2)

KAN-PS-BD-1105





PUMPING

STATION

GENERAL ARRANGEMENT OFBHAGWATDAS PUMPING STATION

(SHEET 2/2)

KAN-PS-BD-2106





PUMP HOUSESEWAGE PUMPING STATION130 MLD COMBINED

SUMP

SEWAGE PUMPHOUSE

20Ø22Ø

30Ø

12.5MØx10M DEPTH

SUMP WELL

MANUALLY &MECHANICALLYOPERATEDCHAMBER

RAW WATERPUMP HOUSE

RAW WATERPUMP WELL

FOUNTAIN

PUMP HOUSE FOR

DRINKING WATER

RAW WATER INLET CHAMBER

SUMP

(WETWELL CUM DRYWELL)

14.30MØx6M DEPTH





LAYOUT OF REHABILITATION OF EXISTING CSPSPUMPING STATION AT JAJMAU

KAN-PS-CSPS-1107

SITE PLAN

LEGEND:-


HYDRAULIC FLOW DIAGRAM OF REHABILITATION OFJAJMAU STP

KAN-STP-JAJMAU-2109





SCREEN CHANNEL

CHAMBERINLET CONNECTING CHANNEL

GRIT CHANNEL DIVISION BOX PRIMARY CLARIFIER AERATION TANK

SECONDARY CLARIFIER CHLORINE MIXING TANK CHLORINE CONTACT TANK TREATED EFFLUENT CHANNEL

FINAL DISCHARGE BODY

SLUDGE THICKENER PRIMARY SLUDGEDIGESTER STAGE - 1

SECONDARY SLUDGEDIGESTER STAGE - 2

(SHEET 2 OF 3)

CHLORINE HOUSE

INLET SCREEN DETRITOR SUMP

PRIMARY CLARIFIERAERATION TANK

SECONDARY CLARIFIER

CHLORINE MIX TANKCHLORINE CONTACT TANK

PRIMARY SLUDGE PUMP HOUSE

SLUDGE

DIGESTERSECONDARY SLUDGE

PUMP HOUSEDIGESTED SLUDGE

SLUDGE DRYING BEDS

FILTRATE PUMP HOUSE

GAS HOLDER

GAS FLARE

SCHEMATIC DIAGRAM OF REHABILITATION OFJAJMAU STP

KAN-STP-JAJMAU-3110





THICKENERPRIMARY SLUDGE

DIGESTER

SCHEMATIC FLOW DIAGRAM FOR

( CAPACITY- 43.30 MLD)

STP AT JAJMAU

FILTRATE PUMP HOUSE

(SHEET 3/3)

Documents

Ø 2100MM BH-18 - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_03.pdfL-SECTION TOKYO ENGINEERING CONSULTANTS CO., LTD. CTI ENGINEERING INTERNATIONAL