Cover Page - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_05.pdfTBM-126.590M L-SECTION PLAN TOKYO ENGINEERING CONSULTANTS CO., LTD. CTI ENGINEERING INTERNATIONAL

TBM-126.590M

L-SECTION

PLAN

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 FROM PANKI SPS TO PANKA MPS

(SHEET 2/7)

KAN-PP-MP_PP-2150

TBM-125.875M

BH-6

L-SECTION

PLAN






(SHEET 3/7)

KAN-PP-MP_PP-3151

L-SECTION

PLAN






(SHEET 4/7)

KAN-PP-MP_PP-4152

TBM-125.445M

L-SECTION

PLAN






(SHEET 5/7)

KAN-PP-MP_PP-5153

L-SECTION

PLAN






(SHEET 6/7)

KAN-PP-MP_PP-6154

BH-4

BH-5

L-SECTION

PLAN






(SHEET 7/7)

KAN-PP-MP_PP-7155

BH-5

BH-4

L-SECTION

PLAN





PLAN AND PROFILE OF PANKA MPS RISING MAIN

(SHEET 1/2)

KAN-PP-MR3-1156

L-SECTION

PLAN





PLAN AND PROFILE OF PANKA MPS RISING MAIN

(SHEET 2/2)

KAN-PP-MR3-2157

2400

.00

CH 2

340

ROAD

PARK

ROAD

KAN-PS-LKP-1

LAYOUT PLAN OF

158


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

CTI ENGINEERING INTERNATIONAL CO., LTD.

AGENCYCOOPERATIONINTERNATIONAL

TOKYO ENGINEERING CONSULTANTS CO., LTD.

JAPAN

SEWER TO

LAKHANPUR PUMPING STATION(SHEET 1/2)

OUTGOING

INCOMING SEWERFROM MAKDIKHEDA

NALA TAPPING

RAWATPUR

5000

0

50000

GENERAL ARRANGEMENT OF LAKHANPUR PUMPING STATION

KAN-PS-LKP-2159

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

JAPAN INTERNATIONALCOOPERATIONAGENCY



(SHEET 2/2)

123.280123

.305

CH-7860

123.392

RUINED

CH-7680123.360

123.340

123.320

123.315123

.320

123.315

123.320

123.270123.330123.330

CH-7710

123.325

123.310

CH-7740

KESHAV NAGAR

CH-7770CH-7770

123.325

123.325

123.315

123.285123

.300CH-7800 KACCHA RASTA

123.195

CH-7830

124.582

123.742

123.0

30

UPPER GANG

A CANAL 123

.120

124.119

CH-7920

CH-7950

123.802

123.777

NALA

123.0

75

CH-8010

128.745128.760

CH-7980

123.212 123.230

122.9

95

128.720

123.0

45

123.0

05 123.0

65

128.692

CH-8040

128.582

128.702 CH-8070

KACCHA RASTA

123.350

CH-7800

2000 Ø

INCOMING

SEWER

LAYOUT OFPANKI PUMPING STATION

(SHEET 1/2)

KAN-PS-PKI-1





160

RISI

NG M

AIN

GENERAL ARRANGEMENT OFPANKI PUMPING STATION

KAN-PS-PKI-2161





(SHEET 2/2)

PANDU RIVER

BY PASS ROAD

122.50

120.50

122.5

0

TBM-125.445M MAJOR

122.930

122.0

0

121.50 121

.00 120.50

H.T.POLE

BY PASS ROAD

KACC

HA RO

AD

119.355

RALWAY LINE

PUMP HOUSE

120.00

119.50

122.00

120.50

119.060

120.475

121.00

121.50

CABIN

TO PA

NKI RO

AD

118.50

KACC

HA R

OAD

119.50

119.00

PANDU RIVER

BH-4

BH-5

119.00

119.105

PROPOSED PUMPING STATION

120.555

118.50

118.225

120.00

PANKA

2000 DIA. (2-NOS.)

INCOMING SEWER

OUTGOING SEWER2000 DIA. (2-NOS.)

LAYOUT OFPANKA PUMPMING STATION

(SHEET 1/2)

KAN-PS-PKA-1





162

GENERAL ARRANGEMENT OFPANKA PUMPING STATION

KAN-PS-PKA-2163





(SHEET 2/2)

BH-1BH-2

BH-3

BH-8

BH-12

HIGH TENSION LINE

HIGH

TEN

SION

LIN

E

LAYOUT PLAN OF PANKA STP(SHEET 1/3)

KAN--STP-PANKA-1164





DIVISION BOX-2 DISTRIBUTION BOX

UASB REACTORFEED INLET BOX FROM UASB REACTOREFFLUENT CHANNEL

CHAMBERINLET

SCREEN CHANNEL

CHLORINE CONTACT TANKCOMMON CHANNEL FINAL EFFLUENT CHANNEL

CHLORINEMIXING TANK

FINAL EFFLUENTDISCHARGE CHANNEL

GRIT CHANNELCONNECTING CHANNEL CONNECTING CHANNEL DIVISION BOX-1

STP AT PANKA(PHASE-I, CAPACITY-120.00 MLD)

HYDRAULIC FLOW DIAGRAM FOR

FACULTATIVE AERATED LAGOON

(AERATION ZONE) (QUISENT ZONE)

HYDRAULIC FLOW DIAGRAM OF PANKA STP

(SHEET 2/3)

KAN--STP-PANKA-2165

STP AT PANKA(PHASE-I, CAPACITY- 120 MLD)

SCHEMATIC FLOW DIAGRAM FOR

SCHEMATIC DIAGRAM OFPANKA STP

(SHEET 3/3)

KAN--STP-PANKA-3166





TYPICAL DETAILS OF ORDINARY MANHOLE ANDVENT SHAFT

KAN-TYP-1167

ARCH TYPE - R.C.C.

(LOAD FACTOR UP TO 4.8)

(LOAD FACTOR 2.8)CONCRETE CRADLE

(LOAD FACTOR UP TO 3.4)ARCH TYPE - R.C.C.

(LOAD FACTOR 1.5)GRANULAR BEDDING

(LOAD FACTOR UPTO 2.2)

CONCRETE CRADLE

GRANULAR MATERIALCOMPACTED

LIGHTLY COMPACTEDBACK FILL

BACK FILL

GL

0.25Bc MIN.

0.25Bc 10cm MIN.

GL

PLAIN CONCRETE

LIGHTLY TAMPEDBACK FILL

BACK FILL

GL

100mm MIN 0.125 Bc OR

0.17 Bc MIN

RCC WITH "P"- 0.4%

GRANULARCOMPACTED

MATERIAL0.25Bc MIN.

10cm MIN.0.25Bc

0.25 D OR 100 mm (MIN)

GL

BACK FILL

TAMPED BACK FILLCAREFULLY

PLAIN CONCRETE

GL

MATERIAL

COMPACTEDGRANULAR

CAREFULLY COMPACTED

0.25 Bc OR 100 mm (MIN)

0.25Bc MIN.

RCC WITH "P"- 1.0%

GRANULARCOMPACTED

MATERIAL

(LOAD FACTOR 1.9)COMPACTED GRANULAR BEDDING

BACK FILL

BACK FILL

BACK FILL

TAMPED BACK FILL

RCC WITH "P"-0.4 %

0.25 Bc OR 100 mm (MIN)

CAREFULLY

(LOAD FACTOR UP TO 3.4)CONCRETE CRADLE-RCC WITH "P"-0.4%

GL

GL

TYPICAL DETAILS OF SEWER BEDDING(SHEET NO.2/2)

KAN-TYP-2168





Documents

Cover Page - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_05.pdfTBM-126.590M L-SECTION PLAN TOKYO ENGINEERING CONSULTANTS CO., LTD. CTI ENGINEERING INTERNATIONAL