volume - report indus river - iwai

ACKNOWLEDGEMENT

Tojo Vikas International Pvt. Ltd. (TVIPL) express their gratitude

to Ms. Nutan Guha Biswas, IAS, Chairman, for spending their

valuable time and guidance for completing this Project of

"Detailed Hydrographic Survey in Indus River". We would also like

to thanks Shri Pravir Pandey, Vice-Chairman (IA&AS), Shri

Alok Ranjan, Member (Finance) and Shri S.K.Gangwar,

Member (Technical).

TVIPL wishes to express their gratitude to Shri S.V.K.

Reddy Chief Engineer-I, Cdr. P.K. Srivastava, Ex-

Hydrographic Chief, IWAI for his guidance and inspiration for

this project. We would also like to thank Shri Rajiv Singhal,

A.H.S. for invaluable support and suggestions provided

throughout the survey period. TVIPL is pleased to place on

record their sincere thanks to other staff and officers of IWAI for

their excellent support and co-operation through out the survey

period.

CONTENTS

1. INTRODUCTION ........................................................................................................................ 3 1.1 Map of River and Waterway ................................................................................................... 3

1.2 Background Information ......................................................................................................... 4

1.3 Scope of Work ......................................................................................................................... 5

2. METHODOLOGY ADOPTED ....................................................................................................... 6 2.1 Survey by Tojo Vikas International Pvt. Ltd. .......................................................................... 6

2.2 Methodology to be Elaborated ............................................................................................... 6

2.2.1 Topographic Survey ................................................................................................................. 6

2.2.2 Bathymetry Survey .................................................................................................................. 6

2.2.3 Equipment ............................................................................................................................... 7

2.2.4 Calibration ............................................................................................................................... 7

2.3 Description of Bench Marks/ Authentic Reference Level used ............................................. 8

2.4 Methodology to fix Chart Datum / Sounding Datum in Tidal and Non‐Tidal area ............... 8

2.5 Yearly minimum and maximum Water Levels ....................................................................... 8

2.6 Transfer of Sounding Datum table for tidal rivers / canals ................................................... 8

2.7 Table indicating tidal variation at different observation points ........................................... 8

2.8 Salient features of Dam, Barrages, Weirs, Anicut, Locks, Aqueducts ................................... 8

2.9 Description of Bench Marks/ Authentic Reference Level used ............................................. 8

2.10 Chart Datum / Sounding Datum and Reductions details ....................................................... 9

2.11 High Flood Level (H.F.L.) and Maximum WL/Full Reservoir Level (MWL/FRL) ................... 11

2.12 Graph between Sounding Datum and HFL v/s Chainage ..................................................... 11

2.13 Average Bed Slope ................................................................................................................. 12

2.14 Details of Dam, Barrages, Weirs, Anicut .............................................................................. 12

2.15 Details of Locks ...................................................................................................................... 12

2.16 Details of Aqueducts ............................................................................................................. 12

2.17 Details of Cross‐structures in Indus River ............................................................................. 12

2.18 Details of other Cross structures, pipe‐lines, underwater ................................................... 13

2.19 Details of High Tension Lines / Electric lines / Tele‐communication lines .......................... 13

2.20 Current Meter and Discharge details.................................................................................... 13

2.21 (A) Soil Sample Locations ...................................................................................................... 14

(B) Water Sample Locations ............................................................................................................. 14

3. DESCRIPTION OF WATERWAY FOR INDUS RIVER .................................................................... 15 3.1 Bridge at Shey Village to Stakna Village (Ch. 00.00 km – 9.00 km) ..................................... 15

3.2 Stakna Village to Karu Village (Ch. 9.00 km – 18.00 km) ..................................................... 19

3.3 Karu Village to Kharoo Nala (Ch. 18.00 km – 27.00 km) ...................................................... 22

3.4 Kharoo Nala to Upsi Village (Ch. 27.00 km – 34.67 km) ....................................................... 25

4. LOCATIONS FOR TERMINAL CONSTRUCTION .......................................................................... 29 4.1 Terminal 1 (Near Shashe Bridge on Shey‐Chuchot Road of Ch. 0.26 km): .......................... 29

4.2 Terminal 2 (Upshi village at Ch. 34 km): ............................................................................... 30

5. FAIRWAY DEVLOPMENTS ....................................................................................................... 31 6. CONCLUSION ......................................................................................................................... 34 7. DETAILS OF ANNEXURES ........................................................................................................ 35

Table of Contents Table 1 – Equipment Used ........................................................................................................................... 7

Table 2 – Final BM Coordinates ................................................................................................................... 9

Table 3 – Chart Datum / Sounding Datum ................................................................................................ 10

Table 4 – Maximum Flood Level (MFL) and Minimum Water Levels (MWL) at Cross Structures in Indus

River ............................................................................................................................................................ 11

Table 5 – Average Bed Slope ...................................................................................................................... 12

Table 6 – Details of Dam, Barrages, Weirs, Anicut .................................................................................... 12

Table 7 – Bridges and Cross Structure in Indus River ................................................................................ 12

Table 8 – Electric Lines in Indus River ........................................................................................................ 13

Table 9 – Current Meter and Discharge Details ........................................................................................ 13

Table 10 – Soil and Water Sample Locations in Indus River ..................................................................... 14

Table 11 – Water Sample: Location in Indus River .................................................................................... 14

Table 12 – Minimum – Maximum Reduce Depths, Bridge at Shey Village to Stakna Village .................. 15

Table 13 ‐ Minimum – Maximum Observe Depths, Bridge at Shey Village to Stakna Village ................. 16

Table 14 – Minimum – Maximum Reduce Depths, Bridge at stakna Village to Karu Village .................. 19

Table 15 – Minimum – Maximum Observe Depth Bridge at Stakna Village to Karu Village ................... 19

Table 16 – Minimum – Maximum Reduce Depths, Karu Village to Kharoo ............................................. 22

Table 17 – Minimum – Maximum Observe Depths, Karu Village to Kharoo Nala ................................... 22

Table 18 – Minimum – Maximum Reduce Depths, Kharoo Nala to Upsi Village ..................................... 25

Table 19 – Minimum – Maximum Observe Depths, Kharoo Nala to Upsi Village ................................... 25

Table 20 – Terminal Locations ................................................................................................................... 29

Table 21 – Dredging Volume Summary in Indus River at 2.0m ................................................................ 31


Table 23 – Dredging Volume Summary in Indus River at 1.4 m ............................................................... 32


Table of Figures

Figure 1 – Map of Indus River ...................................................................................................................... 3

Figure 2 – Map of Waterway in Indus River ................................................................................................ 4

Figure 3 – Height of Bench Mark (BM) w.r.t. Sounding Datum (SD) .......................................................... 9

Figure 4 – Graphs between Chainage and Sounding Datum (SD) in Indus River ..................................... 11

Figure 5 – Bridge at Shey Village to Stakna Village ................................................................................... 15

Figure 6 – Observed and Reduced Bed Profile of Bridge at Shey village to Stakna Village ..................... 16

Figure 7 – Ch.0.00 Km Shashe Bridge on Shey Chuchot Road at Shey Village ......................................... 17

Figure 8 – Ch‐0.50 Km River View .............................................................................................................. 17

Figure 9 – Ch.3.90 Km Topographic Survey in Progress in Main River Flow ............................................ 18

Figure 10 – Ch.8.11 Km Stakna Village Bridge ........................................................................................... 18

Figure 11 – Stakna Village to Karu Village ................................................................................................. 19

Figure 12 – Observed and Reduced Bed Profile of Stakna Village to Karu Village .................................. 20

Figure 13 – Ch.12.20Km River & Channel View ......................................................................................... 21

Figure 14 – Ch. 16.50 Km Rock Formation on Bank of Reservoir ............................................................. 21

Figure 15 – Karu Village to Kharoo Nala Village ........................................................................................ 22

Figure 16 – Observed and Reduced Bed Level Karu Village to Kharoo Nala Village ................................ 23

Figure 17 – Ch. 19.83 Km Karu Bridge ........................................................................................................ 24

Figure 18 – Ch.‐ 26.80 Km Water Controlling Gate ................................................................................... 24

Figure 19 – Kharoo Nala to Upsi Village .................................................................................................... 25

Figure 20 – Observed and Reduced Bed Profile ........................................................................................ 26

Figure 21 – Ch. – 27.60 Km Water Controlling Gate and Wooden ........................................................... 27

Figure 22 – Ch.‐ 289.90 Km River Bank ...................................................................................................... 27

Figure 23 – Ch‐ 34.672 Km Upshi Bridge .................................................................................................... 28

Figure 24 – Overview, Terminal Locations ................................................................................................ 29

Figure 25 – Terminal 1 ................................................................................................................................ 30

Figure 26 – Terminal 2 (Upshi Village) ....................................................................................................... 30

List of Abbreviations:

BM ‐ Bench Mark

CD ‐ Chart Datum

DGPS ‐ Differential Geo Positioning System

GTS ‐ Great Trigonometric Survey

LAD ‐ Least Available Depth

MSL ‐ Mean Sea Level

PPK ‐ Post Processing Kinematics

SD ‐ Sounding Datum

RTK ‐ Real Time Kinematics

TBM ‐ Temporary Bench Mark

TS ‐ Total Station

VOLUME –II: DRAWINGS

Drawing Title Drawing Number Sheet No. Scale

Composite Map TVIPL/IWAI/IND/FD/01 01 of 01 1:35000

Detailed Hydrographic & Topographic Survey TVIPL/IWAI/IND/FD/02 01 to 19 1:2,000

Tojo Vikas International Pvt. Ltd. Consulting Engineers

IWAI – NW-46 (Bridge on Highway at Upshi Village to Bridge on Shey-Chuchot Road Near Shey Village) 1

SALIENT FEATURES AT A GLANCE

# Particulars Details

1. Name of Consultant Tojo Vikas International Pvt. Ltd.

2. Region number & State(s) Region- I

State- Jammu & Kashmir

3. Waterway stretch, NW

Number

(From…. To, total length)

Waterway Stretch- Indus River

Waterway Name- NW- 46

Waterway Description- Bridge on Highway at Upsi Village Lat 33°49'

42.69"N, Long 77°48'56.23"E to Bridge on Shey-Chuchol Road near

Shey Village Lat 34°3' 35.41"N, Long 77°38'33.14"E

Total Length- 34.67 km

4. Navigability status Not Navigable on Present Condition of River

a) Tidal & non tidal portions Non Tidal

b) LAD status (w.r.t. CD)

i) Survey period

ii) < 1.2 m (km)

iii) 1.2 m to 1.4 m (km)

iv) 1.5 m to 1.7 m (km)

v) 1.8 m to 2.0 m (km)

vi) > 2.0 m (km)

0–9 km 9– 18 km 18– 27 km 27- 34.67 km Total

Survey Period 29th April to 15th May 2016

< 1.2 m (km) 9 9 9 7.67 34.67

1.2 m to 1.4 m

(km) 0.0 0.0 0.0 0.0 0.0

1.5 m to 1.7 m

(km) 0.0 0.0 0.0 0.0 0.0

1.8 m to 2.0 m

(km) 0.0 0.0 0.0 0.0 0.0

> 2.0 m (km)0.0 0.0 0.0 0.0 0.0

Grand Total 34.67



c) Cross structures

i) Dams, weirs, barrages etc.

(total number; with navigation

locks or not)

ii) Bridges, Power cables etc.

[total number; range of

horizontal and vertical

clearances]

Dams- Not Present

Weirs- 1 No (Not in Working Condition)

Barrages- Not Present

Navigational Lock- Not Present

Bridges- 7 Nos.

Vertical Clearance w.r.t to HFL- 1.3 m to 2 m

Horizontal Clearance- 18.0- 48.0 m

Power Cable- 10

Vertical Clearance w.r.t to HFL - 15 m to 10 m

d) Avg. discharge & no. of days 50.18 Cu.m/Sec

e) Slope Average bed Slope- 1:231

5. Traffic potential Not Available

a)

Present IWT operations, ferry

services, tourism, cargo, if

any

Not Present

b) Important industries within

50 km Not Present

c) Distance of Rail & Road from

Industry Not Applicable

6.

Consultant’s recommendation

for going ahead with TEF /

DPR preparation

Recommendation for not going ahead with TEF/ DPR

Preparation.

7. Any other information/

comment

(Signature)

Date: Name of Consultant

IWA

1.

1.1

I – NW-46 (Bri

INTRO

C

Tr

Ci

Pr

Se

Mo

Le

Ba

Di

Map of

idge on Highwa

DUCTION

ountry

ributaries

ties

rimary sour

econdary so

outh

ength

asin

scharge Av

River and W

ay at Upshi Vill

rce

ource

verage

Waterway

Figu

lage to Bridge o

Paki

Left:

Soan

Rive

Righ

Kurra

Leh,

Sêng

Gar

Arab

Elev

Coor

3,20

1,16

6,60

ure 1 – Map

on Shey-Chuch

stan (93%)

:- Zanskar R

n River, Bea

r, Jhelum R

ht: - Shyok R

am River, G

Sukkur, Hyd

ggê, Zangbo

in Tibetan P

bian Sea in I

ation- 0 m (0

rdinates-23°

0 km (1,988

5,000 km2 (4

0 m3/s (233,

of Indus Ri

T

hot Road Near

India (5%)

River, Chena

as River, Rav

iver, Kishang

River, Gilgit R

omal River

derabad, De

o in Tibetan

Plateau

ndus River D

0 ft.)

°59′40″N 67°

8 mi)

449,809 sq m

,077 cu ft/s)

ver

Tojo Vikas InterCon

r Shey Village)

) China (2

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River, Kabul

era Ismail Kh

Plateau

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mi)

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tan

Ltd. ers

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IWA

1.2

I – NW-46 (Bri

2 Backgro

The Ind

Kashmir

Mansaro

towards

Pakistan

length o

In the p

namely,

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and fed

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Sindhu

The rive

sending

idge on Highwa

ound Inform

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r and weste

ovar, the riv

s Gilgit-Baltis

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of the river is

plains, its le

the Jhelum

ok, the Gilgi

d with glaci

ate forests, p

us forms the

and the Iran

er has been

his Greek s

ay at Upshi Vill

Figure 2 –

mation

one of the l

ern Tibet. O

ver runs a c

stan and th

into the Ara

s 3,180 km (1

eft bank tribu

m, the Ravi, t

it, the Kabul

iers and riv

plains and ar

e delta of pre

nian Zend A

a source of

subject Scyla

lage to Bridge o

Map of Wat

ongest river

Originating

course throu

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abian Sea n

1,980 mi). It

utary is the

the Beas and

, the Gomal

vers in the

rid countrysi

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wonder sinc

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on Shey-Chuch

terway in In

rs in Asia. It

in the Tibe

ugh the Lad

a southerly

near the po

is Pakistan'

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d the Sutlej.

l and the Ku

Himalayas

ide.

akistan men

apta Hindu

ce the Class

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T

hot Road Near

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rt city of Ka

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, the river

ntioned in the

(both terms

ical Period, w

re the river a

Tojo Vikas InterCon

r Shey Village)

ugh Pakistan

u in the vic

of Jammu

along the en

arachi in Sin

ver.

has four maj

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supports e

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as early as 5


4

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sia



The word "Indus" is the romanised form of the ancient Greek word "Indós" , borrowed from

the old Persian word "Hinduš", which in turn was derived from the Sanskrit word "Sindhu".

The word "Sindhu" or "Sindh" is still the local appellation of the Indus River. The original

Sanskrit word "Sindhu" is an amalgamation of two words, "sim" (region or entirety or border)

and "dhu" (to tremble or shake) and means "a body of trembling water, river, stream or

ocean".

1.3 Scope of Work

a) The detailed Hydrographic Survey to assess the Navigability of the River.

b) Estimate the Dredging Quantity for developing a Navigational river for Depths less than

Class 1 (1.2m), Class 2 (1.4m), Class 3 (1.7m) and Class 4 (2.0m) (Stretch-wise).

c) Topographical Survey to assess the extent of land acquisition for 100m Wide corridor and to

locate the permanent structure within the corridor.

d) Construction of BMs at every 10 km and connecting the same with nearest GTS.

e) Measurement of Speed and Direction of River Water.

f) Collection and analysis of the Water and bottom samples at every 10 km interval along the

river.

g) To carry out tidal observation during the survey period.

h) To prepare feasibility report

i) Collection of Topographical Features



2. METHODOLOGY ADOPTED

2.1 Survey by Tojo Vikas International Pvt. Ltd.

Tojo Vikas International Pvt. Ltd conducted a Topographic Survey in stretch of about 34.67

KM of Indus River from Bridge on Highway at upshi village to bridge on shey-Chuchot road

near shey village (NW-46). Bathymetry Survey was not possible in same area due to less

quantity of water.

The survey was carried out from 16 May, 2016 and completed on 31 May, 2016.

The water depths encountered in the survey area varied from 0.1 m to 0.8 m.

2.2 Methodology to be Elaborated

2.2.1 Topographic Survey

The topographic survey was conducted to ascertain following in the survey area:-

- Spot levels

- High bank Line

- Fixing of bridges and marks

- Assess the type of river bank

- Collection of local information along the river Banks

The spot levels along the River were obtained by using RTK and Electronic Total station.

Local terrain and limitation of line of sight visibility prohibited the use of optical techniques

for obtaining spot levels. GPS control was extended using the co-ordinates and height of the

recovered from Bench Marks (BM), to various BMs in the respective stretches. These BMs

were then used as reference stations for deriving the spot levels of the rover locations in the

Stop-Go method and Electronic Total Station. The data was post processed using Sokkia

Spectrum Survey office software to get the correct position and height values of the rover

locations visited during the day. The details of all spot levels are provided in the respective

sheets being presented along-with this report. Additionally, a soft copy of the same in XYZ

format is being handed over as deliverable data.

2.2.2 Bathymetry Survey

Bathymetry Survey was not possible in this Waterway Stretch due to insufficient quantity of

water for hydrography Survey.



2.2.3 Equipment

Table 1 – Equipment Used

Equipment Make Qty. Deployed

Echo Sounder Bathy 500 DF 1

DGNSS (Attached with Eco Sounder for Position)

C-Nav 1010 1

Tide Gauge Manual (Pole type) 4

Grab Sampler Van Veen 1

Bar Check Plate Manual 1

Current Meter River flow meter (Roorkee make) 1

DGPS Sets (TS Survey) Sokkia GRX1 4

Auto Level Leica 1

Software HYPACK data acquisition 1

Software AUTOCAD 1

Software Microsoft Office 1

Software Spectrum Survey office v.8 1

Bathy 500 DF and C- Nav 1010 DGNSS was not used on field.

Photographs of equipment are placed at Annexure-08 of this report

2.2.4 Calibration

Echo Sounder – Eco Sounder was calibrated on field every day evening and morning with

the help of bar check plate. Bar check plate was lowered in water from 1 m, 2m……and so

on to maximum depth. Value of depth in Eco Sounder on every meter was checked and to

be corrected with the help of Sound velocity adjustment. The same procedure was

followed up to maximum depth reaches.

C-Nav 1010 DGNSS-

Grab Sampler- Van Veen Grab Sampler was used for collecting Silt Samples from Ravi

River. Calibration was not needed for Grab Sampler.

Current Meter- The equipment’s used for the survey was calibrated by the equipment

supplier. Tojo Vikas International Pvt. Ltd. using Cup Type Magnetic Current Meter Strd. (S.

No. 1225) and it was calibrated from Hydraulic Research Station, Malikpur (Pathankot)

under Irrigation and Power Research Institute, Department of Irrigation under Government

of Punjab, PWD (I.B.)



DGPS- DGPS equipment’s used for the survey was also calibrated by the equipment

supplier. Tojo Vikas International Pvt. Ltd. using Sokkia GRX1.

Auto Level- Auto Level equipment used for the survey was also calibrated by the

equipment supplier. Tojo Vikas International Pvt. Ltd. using Leica made Current Meter.

No Need of Calibration for other equipment and Software’s.

Currently the equipment calibration certificates are placed at Annexure-12 of this report.

2.3 Description of Bench Marks/ Authentic Reference Level used

There was no reference Bench Mark (BM)/ GTS/CWC gauge available at site. So the

reference point was set at 24 hours continue reading on Pillar No. 1 with the help of DGPS.

Further this point (Pillar 1) was used to transfer levels to other Pillars and for measuring

levels in river.

2.4 Methodology to fix Chart Datum / Sounding Datum in Tidal and Non-Tidal area

As per discussion with IWAI officials, minimum bottom level has fix as chart

Datum/Sounding Datum on each km for Dry River.

2.5 Yearly minimum and maximum Water Levels

There was no CWC gauge or any other department gauge in waterway Stretch. So the

yearly minimum and maximum water levels were not present.

2.6 Transfer of Sounding Datum table for tidal rivers / canals

River is Non Tidal so there is no need to transfer of sounding datum for tidal river.

2.7 Table indicating tidal variation at different observation points

River is Non Tidal so there is no need of indicating tidal variation at different observation

points.

2.8 Salient features of Dam, Barrages, Weirs, Anicut, Locks, Aqueducts

No Dam, Barrages, Weirs, Anicut, Locks, Aqueducts was present on site.

2.9 Description of Bench Marks/ Authentic Reference Level used

The Bench Marks of the survey area for Topographic survey is based on the datum level

erected on Bench Mark of Pillar 1 on Indus River. Bathymetry Survey was not done due to

less quantity of water. The value of Pillar 1 Bench Mark was used to transfer of datum (MSL)

to the BMs. New bench Mark Pillars (Naming as INDUS) were constructed and erected

along the River stretches.

The final co-ordinates of these Bench Marks are shown in Table -2.

IWA

S. No.

S

1 IN

2 IN

3 IN

4 IN

2.10

I – NW-46 (Bri

Station Chai

(K

NDUS 1 3.57

NDUS 2 12.11

NDUS 3 23.56

NDUS 4 31.60

F

Note: - H

A) Posi

B) Neg

Station

report.

MSL wa

the topo

0 Chart D

As per d

each km

idge on Highwa

nage M)

Latitu

34°2' 35

33°58' 4

6 33°53' 3

0 33°50' 5

Figure 3 – H

Height of Be

itive value in

ative value i

description

as the vertica

ographic surv

Datum / Sou

discussion w

m of survey a

ay at Upshi Vill

Table

ude (N) Lon

5.6695" 77°

43.0498" 77°4

31.208" 77°4

59.8363" 77°4

Height of Be

ench Mark (B

ndicates that

indicates tha

of all benc

al datum use

vey.

unding Datu

with IWAI off

area.

lage to Bridge o

e 2 – Final B

ngitude (E)

40' 15.7992"

42' 27.6858"

45' 44.4481

48' 6.7882"E

ench Mark (

BM) w.r.t. so

t BM value b

at BM value

ch marks in

ed for deduc

um and Red

fficials, Botto

on Shey-Chuch

BM Coordin

Easting (m)

3770169.475

3763090.845

3753617.003

3749051.925

(BM) w.r.t. S

ounding Datu

below SD va

above SD V

Indus Rive

cing the heig

uctions det

om level is a

T

hot Road Near

ates

Northing (m)

746574.708

750147.183

755456.821

759241.632

Sounding D

um (SD) indi

alue

Value

r is placed

ghts for spot

tails

assumed as

Tojo Vikas InterCon

r Shey Village)

Ellipsoidal Height (m)

M

3236.638 3

3298.919 3

3426.449 3

3351.537 3

Datum (SD)

cates

at Annexu

levels obtai

Sounding D


9

Height above

MSL (m)

SouDa

3261.045 325

3298.919 328

3450.540 333

3375.462 337

re- 09 of th

ined as part

Datum (SD)

Ltd. ers

unding atum

Heigw.r.t.

(m)

57.53 ‐3.5

87.32 ‐11.6

33.29 ‐117.

75.33 ‐0.1

his

of

at

ht SD )

51

60

.25

13



Table 3 – Chart Datum / Sounding Datum

S.No.

CWC gauge / Dam /

Barrage / Weir / Anicut / Bench Mark / tide

gauges

Chainage (km)

Stretch for corrected soundings and Topo

levels (km) C

Established Sounding

Datum w.r.t. MSL (m)

Sounding Datum (m) from MSL

Correction in WL data

for Bathymetric survey (m)

Topo level data to be

converted as depth for volume

calculation wrt SD (m)

A B From

To D E F = (E- WL data in MSL)

G = ((E- topo levels in MSL)

1 0 0 0.5 3239.65

Not Present.

A separate xyz file is to

create (not to plot).

2 1 0.5 1.5 3244.67 3 2 1.5 2.5 3258.48 4 3 2.5 3.5 3257.53 5 4 3.5 4.5 3262.57 6 5 4.5 5.5 3264.84 7 6 5.5 6.5 3269.19 8 7 6.5 7.5 3271.069 8 7.5 8.5 3274.24 10 9 8.5 9.5 3276.96 11 10 9.5 10.5 3280.54 12 11 10.5 11.5 3283.38 13 12 11.5 12.5 3287.32 14 13 12.5 13.5 3290.51 15 14 13.5 14.5 3293.33 16 15 14.5 15.5 3298.69 17 16 15.5 16.5 3302.36 18 17 16.5 17.5 3306.94 19 18 17.5 18.5 3311.06 20 19 18.5 19.5 3317.64 21 20 19.5 20.5 3322.65 22 21 20.5 21.5 3325.75 23 22 21.5 22.5 3328.50 24 23 22.5 23.5 3333.29 25 24 23.5 24.5 3336.62 26 25 24.5 25.5 3344.5527 26 25.5 26.5 3351.10 28 27 26.5 27.5 3354.68 29 28 27.5 28.5 3359.11 30 29 28.5 29.5 3363.85 31 30 29.5 30.5 3368.75 32 31 30.5 31.5 3375.33 33 32 31.5 32.5 3378.5634 33 32.5 33.5 3386.47 35 34 33.5 34.67 3239.65

IWA

2.1

Tab

Sl No

1

2

3

4

5

6

7

2.12

I – NW-46 (Bri

11 High Flo

Data co

Structur

ble 4 – Maxi

Structure Name

Cha(k

Bridge 0

Bridge 8

Bridge 18

Bridge 19

Bridge 19

Bridge 27

Bridge 34

2 Graph b

idge on Highwa

ood Level (

ollected (Max

res in Indus

imum Flood

ainage kms)

Left

0.00 34°3' 34.77°38' 32

8.11 34°0' 25.77°41' 18

8.10 33°55' 5877°43' 44

9.69 33°55' 1477°44' 4.

9.83 33°55' 1077°44' 4.

7.18 33°52' 2677°46' 23

4.67 33°49' 4177°48' 56

between So

Figure 4 –

ay at Upshi Vill

H.F.L.) and

ximum Floo

River is pure

d Level (MF

Position (Lat Lon

Bank Rig

6312"N 2.2636"E

34°3' 377°38'

5385"N 8.3628"E

34°0' 277°41'

8.4333"N 4.8934"E

33°5577°43'

4.508"N 3231"E

33°55'77°44'

0.3124"N 3231"E

33°5577°44'

6.481"N 3.1074"E

33°52'77°46'

1.3003"N 6.8443"E

33°49'77°48'

ounding Dat

Graphs bet

lage to Bridge o

Maximum W

od Level (MF

ely based on

L) and Mini

in Indus

ng)

ght Bank L

36.397"N ' 33.7401"E

743377

27.1703"N ' 20.1389"E

748376

5' 59.0673"N ' 47.1949"E

752375

' 14.5985"N ' 6.0462"E

752375

5' 10.2198"N ' 5.8312"E

752375

' 27.1389"N ' 23.72"E

756375

' 42.9716"N ' 56.0075"E

760 37

tum and HF

tween Chai

on Shey-Chuch

WL/Full Res

FL) and Min

n field obser

imum Wate

s River

Position (UTM

Left Bank Rig

3872.123 71917.222

74393771

8284.801 66201.884

74833766

2264.115 58071.198

75233758

2844.338 56737.403

75273756

2802.664 56601.768

75283756

6504.066 51649.375

75653751

0594.803 746667.172

76053746

FL v/s Chain

nage and S

T

hot Road Near

servoir Lev

nimum Wate

rvations.

r Levels (MW

M) BridgBottoLeveht Bank

908.580 972.608

3245.0

329.056 6253.358 3275.8

322.705 8092.304

3312.2

799.000 6733.000

3322.1

841.477 6599.946

0.00

519.264 670.072

3357.8

571.874 6718.083

3395.2

nage

Sounding Da

Tojo Vikas InterCon

r Shey Village)

vel (MWL/FR

er Levels (M

WL) at Cros

ge m

el

High FloodLevel (HFL) m from MSL(Based on

Field Observation

08 3242.59

86 3273.68

22 3309.63

16 3318.92

0 0.00

80 3355.62

26 3393.95

atum (SD) in


11

RL)

MWL) at Cro

ss Structure

d in L

n)

Minimum Water Level

(MWL) in m from MSL

3240.86

3271.49

3308.23

3317.95

0.00

3353.15

3390.66

n Indus Riv

Ltd. ers

oss

es

Remarks

Good condition

and in use Good

condition and in use

Good condition

and in use Good


Abandoned

Abandoned

Good condition

and in use

ver



2.13 Average Bed Slope

Table 5 – Average Bed Slope

Reach (km) River / Canal Bed Level Change (m)

Distance (km)

Slope From To

0 9 33.60 9.00 1:268 9 18 32.81 9.00 1:274

18 27 43.74 9.00 1:206

27 34.67 37.01 7.67 1:207

2.14 Details of Dam, Barrages, Weirs, Anicut

Table 6 – Details of Dam, Barrages, Weirs, Anicut

S. No.

Structure Name

Chainage (Km)

Position (Lat Long) Position (UTM)

Length (m)

Width (m)

Height w.r.t. Bed

Level (m)

Present

condition

Left Bank Right Bank Left Bank Right Bank

1 Ugu wier 27.12 33°52' 24.7553"N 77°46' 20.9424"E

33°52' 27.8604"N 77°46' 20.4261"E

756449.857 3751594.701

756434.006 3751690.019

96 2 Abandoned

2.15 Details of Locks

No Lock Present in this stretch of waterway.

2.16 Details of Aqueducts

No Aqueduct Present in this stretch of waterway.

2.17 Details of Cross-structures in Indus River

Table 7 – Bridges and Cross Structure in Indus River

S. No.

Structure Name

Chainage (Km)

Position (Lat Long) Position (UTM) Length

(m) Width

(m)

No. of

Piers

Horizontal clearance

(m)

Vertical Clearance w.r.t HFL (m)

Remarks Left Bank Right Bank Left Bank Right Bank

1 Shashe Bridge

0.00 34°3' 34.6312"N 77°38' 32.2636"E

34°3' 36.397"N 77°38' 33.7401"E

743872.123 3771917.222

743908.580 3771972.608

66.00 5.00 2 45.3 2.49 Good


2 Stakna Village Bridge

8.11 34°0' 25.5385"N 77°41' 18.3628"E

34°0' 27.1703"N 77°41' 20.1389"E

748284.801 3766201.884

748329.056 3766253.358

67.00 3.00 2 48.0 2.18 Good


3 Bridge 18.10 33°55' 58.4333"N 77°43' 44.8934"E

33°55' 59.0673"N 77°43' 47.1949"E

752264.115 3758071.198

752322.705 3758092.304

62.00 2.60 2 42.43 2.59 Good


4 Birdge 19.69 33°55' 14.508"N 77°44' 4.3231"E

33°55' 14.5985"N 77°44' 6.0462"E

752844.338 3756737.403

752799.000 3756733.000

45.00 5.00 2 35.35 3.50 Good


5 Karu

Birdge 19.83 33°55'10.3124"N 77°44' 4.3231"E

33°55' 10.2198"N 77°44' 5.8312"E

752802.664 3756601.768

752841.477 3756599.946 38.00 4.00 2 28.1 3.24 Abandoned

6 Wood bridge

27.18 33°52' 26.481"N 77°46' 23.1074"E

33°52' 27.1389"N 77°46' 23.72"E

756504.066 751649.375

756519.264 3751670.072

25.00 2.00 2 18.0 2.18 Abandoned

7 Upshi Bridge

34.67 33°49' 41.3003"N 77°48' 56.8443"E

33°49' 42.9716"N 77°48' 56.0075"E

760594.803 3746667.172

760571.874 3746718.083

56.00 7.50 2 40.0 1.32 Good




2.18 Details of other Cross structures, pipe-lines, underwater

There are no cross structures other than Dam, Road Bridges, Power Cable and High

Tension Line.

2.19 Details of High Tension Lines / Electric lines / Tele-communication lines

HFL data collected at cross structures based on field observation is interpolated at each

chainage of electric line crossings for the vertical clearance.

Table 8 – Electric Lines in Indus River

S. No. Features Name Chainage

(Km)

Position (Lat, Long) Position (UTM) Vertical Clearance

w.r.t HFL (m) Left Bank Right Bank Left Bank Right Bank

1 Electric Line

Cross 7.23

34°0' 44.6378"N 77°40' 52.4328"E

34°0' 46.6277"N 77°40'55.8782"E

747604.0043 3766772.9228

747690.8040 3766836.5540

15.00

2 Electric Line

Cross 8.45

34°0' 15.82"N 77°41' 20.0836"E

34°0' 16.1968"N77°41'24.5926"E

748336.8220 3765903.5930

748452.2248 3765918.2427

12.00

3 Electric Line

Cross 8.45

34°0' 15.7705"N 77°41' 20.0844"E

34°0' 16.0435"N 77°41'24.6253"E

748336.8830 3765902.0680

748453.1881 3765913.5413

14.00

4 Electric Line

Cross 10.45

33°59' 24.9802"N 77°41' 52.1278"E

33°59' 24.868"N 77°41'57.8393"E

749200.4003 3764358.7344

749347.0821 3764359.1394

10.00

5 Electric Line

Cross 19.86

33°55' 9.2997"N 77°44' 3.6473"E

33°55' 9.1204"N 77°44' 7.8658"E

752786.1360 3756570.1020

752894.6442 3756567.4654

10.00

6 Electric Line

Cross 19.94

33°55' 6.6893"N 77°44' 5.3246"E

33°55' 6.7838"N 77°44' 9.1919"E

752831.3650 3756490.8170

752930.6289 3756496.3787

11.00

7 Electric Line

Cross 23.91

33°53' 19.834"N 77°44' 57.0376"E

33°53' 9.3405"N 77°45' 3.6537"E

754247.9493 3753233.8448

754418.3678 3753223.1906

12.00

8 Electric Line

Cross 23.93

33°53' 19.7152"N77°44' 56.9389"E

33°53'18.4949"N77°45' 3.2814"E

754245.5090 3753230.1170

754409.4986 3753196.8809

10.00

9 Electric Line

Cross 26.21

33°52' 38.5737"N 77°45' 53.5115"E

33°52'38.9246"N77°45'57.2967"E

755733.3790 3752001.4750

755830.3708 3752014.9086

12.00

10 Electric Line

Cross 27.08

33°52' 25.0624"N 77°46' 19.3927"E

33°52'26.7916"N77°46'19.6897"E

756409.7740 3751603.0890

756415.9699 3751656.5763

12.00

2.20 Current Meter and Discharge details

Table 9 – Current Meter and Discharge Details

Stretch No.

Chainage (km)

Position Observed Depth (m)

Velocity (m/sec.) Average Velocity (m/sec.)

Area (Sq.m)

Discharge (Cu.m/sec)

Latitude (N) Longitude (E) Easting

(m) Northing (m) 0.3 D 0.5 D 0.9 D

1 3.55 34°2'23.9209" 77°39'57.1513" 746105.832 3769794.996 0.75 1.88 2.00 1.78 1.88 25.30 47.56

2 12.11 33°58'39.8493" 77°42' 25.1317" 750084.227 3762990.497 0.61 1.55 1.56 1.53 1.54 26.00 40.04

3 23.51 33°53'32.4713" 77°45' 2.819" 754386.079 3753627.209 0.94 1.35 1.40 1.33 1.35 41.85 56.50

4 31.60 33°50'58.9131" 77°48' 5.3305" 759204.933 3749022.456 0.89 1.18 1.20 1.15 1.17 48.40 56.63



2.21 (A) Soil Sample Locations

Table 10 – Soil and Water Sample Locations in Indus River

S. No. Chainage (km) Latitude (N) Longitude (E) Easting (m) Northing (m) Depths (m)

1 3.55 34°2' 23.9209" 77°39' 57.1513" 746105.832 3769794.996 0.75

2 12.11 33°58' 39.8493" 77°42' 25.1317" 750084.227 3762990.497 0.61

3 23.51 33°53' 32.4713" 77°45' 2.819" 754386.079 3753627.209 0.94

4 31.60 33°50' 58.9131" 77°48' 5.3305" 759204.933 3749022.456 0.89

A detailed report on Soil sample analysis is placed at Annexure-10 of this report.

(B) Water Sample Locations

Table 11 – Water Sample: Location in Indus River

S. No.

Chainage (km)

Latitude (N) Longitude (E) Easting (m) Northing (m) Total Depth

(d)

Mid-Depth (0.5d)

1 3.55 34°2' 23.9209" 77°39' 57.1513" 746105.832 3769794.996 0.75 0.38

2 12.11 33°59.8493" 77°42' 25.1317" 750084.227 3762990.497 0.61 0.31

3 23.51 33°53' 32.4713" 77°45' 2.819" 754386.079 3753627.209 0.94 0.47

4 31.60 33°50' 58.9131" 77°48' 5.3305" 759204.933 3749022.456 0.89 0.45

A detailed report on Water sample analysis is placed at Annexure -11 of this report.

IWA

3.

3.1

I – NW-46 (Bri

DESCR

Hydrogr

River. O

our surv

from Pa

Bridge

Table 12 –

Class

1

2

3

4

idge on Highwa

RIPTION OF

raphic Surve

Only topogra

vey area of I

ara 3.1 to 3.4

at Shey Vill

Figu

– Minimum –

Chain

From

0

0

0

0

ay at Upshi Vill

WATERWA

ey was not d

phic survey

ndus River

4.

lage to Stak

ure 5 – Brid

– Maximum

age

To D

9

9

9

9

lage to Bridge o

AY FOR IND

done due to

was possibl

into 4 differe

kna Village

dge at Shey

m Reduce De

Min. epth (m)

-0.3

-0.3

-0.3

-0.3

on Shey-Chuch

DUS RIVER

o very less q

le due to ins

ent stretches

(Ch. 00.00 k

Village to S

epths, Bridg

Reduced w

Max. Depth(m)

0.6

0.5

0.7

0.7

T

hot Road Near

quantity of w

sufficient qua

s and details

km – 9.00 k

Stakna Villa

ge at Shey V

w.r.t. Sound

h Length Shoal (k

9

9

9

9

Tojo Vikas InterCon

r Shey Village)

water flowing

antity. So we

s of stretche

m)

age

Village to S

ding Datum

of km)

Dre

47

70

10

12


15

g in the Ind

e have divide

es given belo

Stakna Villag

edging Qty. (cu.m.)

74093.53

05428.98

038566.58

229387.64

Ltd. ers

us

ed

ow

ge

IWA

I – NW-46 (Bri

Table 13 -

Figure 6 –

First stre

bridges

3.0m fro

in this s

River. A

in winte

connect

main co

area is

rapid wa

Class F

1

2

3

4

idge on Highwa

Minimum –

– Observed

etch (Ch. 0.

are present

om maximum

tretch are S

All the transp

er due to sno

ted to Leh-S

ompositions

present. Cr

aterfalls are

Chainage

From T

0 9

0 9

0 9

0 9

ay at Upshi Vill

– Maximum

and Reduc

00 to 9.00 k

t in this stret

m flood level

Shey, Thikse

portation and

owfall and o

Srinagar High

are Sand, B

rops and Ag

e present in

o Min

Depth

9 0

9 0

9 0

9 0

lage to Bridge o

Observe De

ced Bed Pro

km) start fro

tch of River.

. Main city is

y and Stakn

d tourist goin

opened in su

hway. River

Boulder, Gr

griculture la

many area

n. h (m)

Max

on Shey-Chuch

epths, Bridg

ofile of Brid

om Bridge at

Height of th

s Leh (down

na. Manali-L

ng through t

ummer in m

banks in thi

avel and Pe

nd mainly a

as of this str

Obs

x. Depth (m)

LS

0.6

0.5

0.7

0.7

T

hot Road Near

ge at Shey V

ge at Shey

t Shey Villag

hese bridges

nstream of C

eh Highway

this road. Ma

month of May

s stretch are

ebbles. In V

along the riv

retch of Riv

served

Length of Shoal (km)

9

9

9

9

Tojo Vikas InterCon

r Shey Village)

Village to S

village to S

ge to Stakna

s varies betw

Ch. 0.00 km).

y runs along

anali-Leh Hi

y. Also this

e manly not

Vicinity of th

ver. Hyacint

ver. Forest a

Dredgin(cu.

37494

57556

87480

10577


16

Stakna Villag

Stakna Villag

a Village. Tw

ween 2.5 m

. Main villag

this stretch

ighway close

stretch is w

protected a

is stretch hi

th, rocks, an

area exists o

ng Qty. m.)

7.200

67.74

04.84

02.83

Ltd. ers

ge

ge

wo

to

es

of

ed

well

nd

illy

nd

on

IWA

I – NW-46 (Bri

some a

Industrie

stretch.

places f

services

any Rai

Figure

idge on Highwa

areas. There

es along thi

There are m

from this stre

s and no wat

lway Line an

e 7 – Ch.0.0

ay at Upshi Vill

e is no wild

s stretch of

many tourist

etch of river

ter sport rec

nd Railway s

0 Km Shash

Figure

lage to Bridge o

d life Sanctu

waterway.

places in vi

through roa

creational fac

station in Vic

he Bridge o

e 8 – Ch-0.50

on Shey-Chuch

uary. There

There are n

cinity of this

ad is very go

cilities are pr

cinity of this

on Shey Chu

0 Km River

T

hot Road Near

is no secu

no Jetties an

s stretch also

ood. There is

resent in this

stretch.

uchot Road

View

Tojo Vikas InterCon

r Shey Village)

urity issue.

nd Terminal

o the connec

s no ferry Pa

s stretch of w

d at Shey Vi


17

There are

s seen in th

ctivity of the

assenger fer

waterway. N

llage

Ltd. ers

no

his

se

rry

Not

IWA

I – NW-46 (Bri

Figur

idge on Highwa

re 9 – Ch.3.

F

ay at Upshi Vill

90 Km Topo

igure 10 – C

lage to Bridge o

ographic Su

Ch.8.11 Km

on Shey-Chuch

urvey in Pro

Stakna Vill

T

hot Road Near

ogress in M

lage Bridge

Tojo Vikas InterCon

r Shey Village)

Main River F

e


18

Flow

Ltd. ers

IWA

3.2

T

T

I – NW-46 (Bri

Stakna

Table 14 –

Table 15 – M

Class F

1

2

3

4

Class Fr

1

2

3

4

idge on Highwa

Village to K

Minimum –

Minimum –

Chainage

From T

9 1

9 1

9 1

9 1

Chainage

rom To

9 18

9 18

9 18

9 18

ay at Upshi Vill

Karu Village

Figure 11 –

– Maximum

Maximum O

o Min

Depth

8 -0.

8 -0.

8 -0.

8 -0.

o MinDepth

8 0

8 0

8 0

8 0

lage to Bridge o

e (Ch. 9.00 k

– Stakna Vi

m Reduce Villa

Observe De

Red

n. h (m)

Max

3

3

3

3

. (m)

Max. (

0

0

0

0

on Shey-Chuch

km – 18.00 k

llage to Kar

Depths, Brage

epth Bridge

duced w.r.t.

x. Depth (m)

LS

0.6

0.5

0.7

0.7

Obs

Depth m)

LSh

0.6

0.5

0.7

0.7

T

hot Road Near

km)

ru Village

ridge at sta

at Stakna V

Sounding


9.0

9.0

9.0

9.0

served

ength of hoal (km)

9.0

9.0

9.0

9.0

Tojo Vikas InterCon

r Shey Village)

akna Villag

Village to Ka

Datum

Dredgin(cu.

94037

14024

20689

24507

Dredgin(cu.

74733

11485

17473

21132


19

ge to Karu

aru Village

ng Qty. m.)

70.95

06.36

21.93

10.93

ng Qty. m.)

0.970

41.08

44.13

88.56

Ltd. ers

IWAI – NW-46 (Bri

Figure 1

Second

present

Leh Hig

this roa

Sand, B

Agricultu

many a

issue. T

Termina

the conn

no ferry

stretch o

idge on Highwa

12 – Observ

stretch (Ch

in this stret

hway runs a

d. River ban

Boulder, Grav

ure land ma

reas of this

There are n

als seen in t

nectivity of t

Passenger

of waterway

ay at Upshi Vill

ved and Red

. 9.00 to 18.

tch of River.

along this str

nks in this s

vel and Peb

ainly along th

stretch of

o Industries

this stretch.

hese places

ferry service

. Not any Ra

lage to Bridge o

duced Bed

00 km) start

. Main villag

retch of Rive

stretch are

bles. In Vici

he river. Hy

River. There

s along this

There are m

s from this st

es and no w

ailway Line a

on Shey-Chuch

Profile of S

t from Stakn

ges in this st

er. All the tra

manly not p

nity of this s

acinth, rock

e is no wild

stretch of

many tourist

tretch of rive

water sport re

and Railway

T

hot Road Near

Stakna Villag

a Village to

tretch are C

ansportation

protected an

stretch hilly a

s, and rapid

d life Sanctu

waterway. T

t places in v

er through ro

ecreational fa

y station in V

Tojo Vikas InterCon

r Shey Village)

ge to Karu V

Karu Village

Changa and

and tourist

nd main com

area is prese

d waterfalls a

uary. There

There are n

vicinity of th

oad is very g

acilities are

Vicinity of this


20

Village

e. No bridge

Karu. Mana

going throug

mpositions a

ent. Crops an

are present

is no secur

no Jetties a

is stretch al

good. There

present in th

s stretch.

Ltd. ers

e is

ali-

gh

are

nd

in

rity

nd

so

is

his

IWA

I – NW-46 (Briidge on Highwa

Fi

Figure 14 –

ay at Upshi Vill

igure 13 – C

– Ch. 16.50

lage to Bridge o

Ch.12.20Km

Km Rock F

on Shey-Chuch

m River & Ch

Formation o

T

hot Road Near

hannel View

on Bank of R

Tojo Vikas InterCon

r Shey Village)

w

Reservoir


21

Ltd. ers

IWA

3.3

I – NW-46 (Bri

Karu Vi

Tab

Table 1

Class

1

2

3

4

Class F

1

2

3

4

idge on Highwa

llage to Kh

Fig

ble 16 – Min

7 – Minimu

Chainage

From To

18 27

18 27

18 27

18 27

Chainage

From To

18 27

18 27

18 27

18 27

ay at Upshi Vill

aroo Nala (C

gure 15 – K

imum – Max

m – Maximu

o Min.

Depth (m)

7 -0.3

7 -0.3

7 -0.3

7 -0.3

Min. Depth

(m)

0

0

0

0

lage to Bridge o

Ch. 18.00 k

Karu Village

ximum Red

um Observe

Redu

Max. De(m)

0.6

0.5

0.7

0.7

Max. Depth(m)

0.6

0.5

0.7

0.7

on Shey-Chuch

m – 27.00 k

to Kharoo

duce Depths

e Depths, K

uced w.r.t. S

pth LengShoa

9

9

9

9

Obser

h LengthShoal (k

9.0

9.0

9.0

9.0

T

hot Road Near

km)

Nala Village

s, Karu Villa

Karu Village

Sounding D

gth of al (km)

Dr

9.0

9.0

9.0

9.0

rved

h of km)

Dred

Tojo Vikas InterCon

r Shey Village)

e

age to Khar

e to Kharoo

Datum

redging Qty

1413956

2108174

3109194

3682467

dging Qty. (

1121907.46

1724149.2

2623016.1

3172391.8


22

roo

Nala

y. (cu.m.)

6.51

4.72

4.67

7.93

(cu.m.)

60

21

14

80

Ltd. ers

IWAI – NW-46 (Bri

Figure 16

Third st

present

maximu

bank of

transpor

unprotec

this stre

rocks, a

exists o

no Indus

stretch.

places f

services

any Rai

idge on Highwa

6 – Observe

retch (Ch. 1

in this stret

m flood leve

f this stretch

rtation and

cted and ma

etch hilly are

and rapid wa

n some area

stries along

There are m

from this stre

s and no wat

lway Line an

ay at Upshi Vill

ed and Red

18 to 27 km

ch of River.

el. Main villa

h of river. M

tourist goin

ain compos

a is present

aterfalls are

as. There is

this stretch

many tourist

etch of river

ter sport rec

nd Railway s

lage to Bridge o

uced Bed L

) start from

Height of th

age in this st

Manali-Leh H

g through t

itions are S

. Crops and

present in

no wild life

of waterway

places in vi

through roa

creational fac

station in Vic

on Shey-Chuch

Level Karu V

Karu Villag

hese bridges

tretch is Hem

Highway run

his road. R

and, Boulde

Agriculture

many areas

Sanctuary.

y. There are

cinity of this

ad is very go

cilities are pr

cinity of this

T

hot Road Near

Village to K

e to Kharoo

s varies betw

mis. Canton

ns along this

River banks

er, Gravel a

land mainly

s of this stre

There is no

no Jetties a

s stretch also

ood. There is

resent in this

stretch.

Tojo Vikas InterCon

r Shey Village)

Kharoo Nala

o Nala. Thre

ween 2.5 m

nment area p

s stretch of

in this stret

nd Pebbles

y along the ri

etch of Rive

security iss

and Termina

o the connec

s no ferry Pa

s stretch of w


23

Village

ee bridges a

to 3.5 m fro

present on le

River. All t

tch are man

. In Vicinity

iver. Hyacint

er. Forest lan

sue. There a

als seen in th

ctivity of the

assenger fer

waterway. N

Ltd. ers

are

om

eft

he

nly

of

th,

nd

are

his

se

rry

Not

IWA


Fig

ay at Upshi Vill

Figure 17

ure 18 – Ch

lage to Bridge o

7 – Ch. 19.8

h.- 26.80 Km

on Shey-Chuch

83 Km Karu

m Water Con

T

hot Road Near

Bridge

ntrolling Ga

Tojo Vikas InterCon

r Shey Village)

ate


24

Ltd. ers

IWA

3.4

I – NW-46 (Bri

Kharoo

Table

Table 1

Class F

1

2

3

4

Class F

1

2

3

4

idge on Highwa

o Nala to Up

18 – Minim

19 – Minimu

Chainage

From T

27 34.

27 34.

27 34.

27 34.

Chainage

From T

27 34.

27 34.

27 34.

27 34.

ay at Upshi Vill

psi Village (C

Figure 19

um – Maxim

um – Maxim

o Min

Depth

.67 -0.

.67 -0.

.67 -0.

.67 -0.

o Min

Depth

.67 0

.67 0

.67 0

.67 0

lage to Bridge o

Ch. 27.00 km

9 – Kharoo N

mum Reduc

mum Observ

Red

n. h (m)

Max

3

3

3

3

n. h (m)

Max

on Shey-Chuch

m – 34.67 k

Nala to Ups

ce Depths, K

ve Depths, K

duced w.r.t.

x. Depth (m)

LS

0.6

0.5

0.7

0.7

Obs

x. Depth (m)

LS

0.6

0.5

0.7

0.7

T

hot Road Near

m)

si Village

Kharoo Nala

Kharoo Nal

Sounding


7.0

7.0

7.0

7.0

served


7.0

7.0

7.0

7.0

Tojo Vikas InterCon

r Shey Village)

a to Upsi Vi

a to Upsi V

Datum

Dredgin(cu.

18256

27211

40127

47529

Dredgin(cu.

144706

22240

33841

40934


25

illage

Village

ng Qty. m.)

82.46

22.24

97.02

15.14

ng Qty. m.)

65.690

20.37

31.80

98.00

Ltd. ers

IWAI – NW-46 (Bri

Fourth s

1 weir a

2.0 m fro

is Upsi.

is going

compos

present.

waterfal

areas. T

along th

There a

from thi

services

any Rai

idge on Highwa

Fig

stretch (Ch.

are present

om maximum

Manali-Leh

g to Pangon

sitions are S

. Crops and

ls are prese

There is no

his stretch o

are many tou

is stretch o

s and no wat

lway Line an

ay at Upshi Vill

gure 20 – O

27 to 34.67

in this stretc

m flood leve

Highway ru

ng Lake. Ri

and, Boulde

d Agricultur

ent in many

wild life Sa

of waterway

urist places

of river throu

ter sport rec

nd Railway s

lage to Bridge o

Observed an

km) start fro

ch of River.

el. Weir is no

uns along thi

ver banks i

er, Gravel an

e land mai

y areas of th

nctuary. The

y. There are

in vicinity of

ugh road is

creational fac

station in Vic

on Shey-Chuch

nd Reduced

om Kharoo N

Height of th

ot in working

is stretch of

in this stretc

nd Pebbles.

nly along th

his stretch o

ere is no se

e no Jetties

f this stretch

s very good

cilities are pr

cinity of this

T

hot Road Near

d Bed Profile

Nala to Upsi

hese bridges

condition.

River. At th

ch are man

In Vicinity o

he river. Hy

of River. Fo

ecurity issue

and Termin

also the co

. There is

resent in this

stretch.

Tojo Vikas InterCon

r Shey Village)

e

i Village. Tw

s varies betw

Main village

e end of Str

nly unprotec

of this stretc

yacinth, roc

orest land ex

e. There are

nals seen in

onnectivity of

no ferry Pa

s stretch of w


26

wo bridges an

ween 1.0 m

e in this stret

retch one roa

cted and ma

ch hilly area

ks, and rap

xists on som

no Industri

n this stretc

f these plac

assenger fer

waterway. N

Ltd. ers

nd

to

ch

ad

ain

is

pid

me

es

ch.

es

rry

Not

IWA


Figure 21 –

ay at Upshi Vill

– Ch. – 27.6

Figure 22

lage to Bridge o

60 Km Wate

2 – Ch.- 289

on Shey-Chuch

er Controllin

9.90 Km Riv

T

hot Road Near

ng Gate and

ver Bank

Tojo Vikas InterCon

r Shey Village)

d Wooden


27

Ltd. ers

IWA

I – NW-46 (Briidge on Highwaay at Upshi Vill

Figure 23

lage to Bridge o

– Ch- 34.67

on Shey-Chuch

72 Km Upsh

T

hot Road Near

hi Bridge

Tojo Vikas InterCon

r Shey Village)


28

Ltd. ers

IWA

4.

StrN

4.1

I – NW-46 (Bri

LOCAT

Total 02

stretch.

A

A

C

D

P

P

retch No.

Chain(km

1 0.26

2 34.00

A brief d

Termina

The sug

well con

IWT. Th

idge on Highwa

IONS FOR T

2 (two) loca

The location

Availability o

Availability o

Connectivity

Distance fro

Possibility of

Possibility of

nage m)

ShasheShey-C

Upshi

discussion o

al 1 (Near S

ggested loca

nnected to K

he location h

ay at Upshi Vill

TERMINAL

ations are p

ns have bee

of suitable de

of land for co

y to hinterlan

m city traffic

f future expa

f new indust

Figure 24 –

Table

Location

e Bridge on Chuchot Road

n the propos

Shashe Brid

ation is nea

Keylong-Leh

as potential

lage to Bridge o

CONSTRUC

proposed fo

en proposed

epths for ves

onstruction o

nd

c limits

ansion

trial setup alo

– Overview,

e 20 – Term

Latitud

34°3' 32.

33°49' 55

sed location

dge on Shey

r to Shashe

road and ca

to be develo

on Shey-Chuch

CTION

or constructi

based on fo

ssel berthing

of terminal

ong the rive

, Terminal L

minal Locatio

de (N) Lo

5388"N 77°

5.1364"N 77°

s is presente

y-Chuchot R

e Bridge on

an be devel

oped into a

T

hot Road Near

ion of term

ollowing cons

g

r stretch in f

Locations

ons

Posi

ongitude (E)

38' 42.7756"E

48' 38.4922"E

ed below:-

Road of Ch.

Shey-Chuch

oped as a s

major termin

Tojo Vikas InterCon

r Shey Village)

inals along

siderations:-

future

ition

Easting (m

E 744143.36

E 760111.2

. 0.26 km):

hot Road. T

start/end poi

nal in future.


29

the IG Riv

-

m) North

650 N 37718

170 N 37470

The location

nt terminal f

Ltd. ers

ver

ing (m)

859.7206

080.5922

is

for

IWA

4.2

I – NW-46 (Bri

Termina

Upshi vi

main Ma

idge on Highwa

al 2 (Upshi

illage termin

anali-Leh Hi

ay at Upshi Vill

F

village at C

nal is situated

ghway and h

Figure 2

lage to Bridge o

Figure 25 –

Ch. 34 km):

d on right ba

has the pote

6 – Termina

on Shey-Chuch

Terminal 1

ank of Indus

ential to be d

al 2 (Upshi V

T

hot Road Near

River. The

developed in

Village)

Tojo Vikas InterCon

r Shey Village)

place is wel

nto industrial


30

l connected

hub.

Ltd. ers

to

IWA

5.

1)

Cha

From

0

9

18

27

2)

I – NW-46 (Bri

FAIRWA

As per t

50m x 2.0m

inage

To Min

Dep(m

9 0

18 0

27 0

34.67 0

50m x 1.7m

idge on Highwa

AY DEVLOP

he client req

m with Side

Table 21

n. pth

m)

Max. Depth

(m)

0

0

0

0

Tot

m with Side

ay at Upshi Vill

PMENTS

quirement, fa

slope of 1:5

– Dredging

Observe

Length of

Shoal (km)

DrQty

9 105

9 117

9 941

7 921

al 4,09

slope of 1:5

lage to Bridge o

airway dimen

5, along the d

Volume Su

ed

redging y. (cu.m.)

C

57702.83 1

73686.370 2

1002.600 3

1106.200 4

93,498.00

5, along the d

on Shey-Chuch

nsion of cha

deepest rout

ummary in I

Cumulative Drg. qty. (cu.m.)

D

057702.83

231389.20

3172391.80

4093498.00

deepest rout

T

hot Road Near

annel has ma

te.

Indus River

Red

Min. Depth

(m)

Max. Depth

(m)

-0.3 0.6

-0.3 0.5

-0.3 0.7

-0.3 0.7

T

te.

Tojo Vikas InterCon

r Shey Village)

ade of 4 type

r at 2.0m

duced w.r.t. S

h

Length of

Shoal (km)

9

9 1

9 1

7 1

Total 4


31

es.

Sounding Datu

Dredging Qty. (cu.m.)

1229387.64

1358418.470

1094661.820

1070447.210

4,752,915.14

Ltd. ers

um


1229387.64

2587806.11

3682467.93

4752915.14

IWA

Cha

From

0

9

18

27

3)

Cha

From

0

9

18

27

4)

I – NW-46 (Bri

ainage

To Mi

Dep(m

9 0

18 0

27 0

34.67 0

40m x 1.4m

inage

To Min

Dep(m

9 0

18 0

27 0

34.67 0

30m x 1.2m

idge on Highwa

Table 22

in. pth

m)

Max. Depth

(m)

0 0.6

0 0.5

0 0.7

0 0.7

To

m with Side

Table 23 –

n. pth

m)

Max. Depth

(m)

0.6

0.5

0.7

0.7

Tot

m with Side

ay at Upshi Vill

– Dredging

Observ

Length of

Shoal (km)

DQt

9 8

9 9

9 7

7 7

otal 3,3

slope of 1:5

– Dredging

Observe

Length of

Shoal (km)

Dred(

9 57

9 57

9 57

7 49

tal 2,22

slope of 1:5

lage to Bridge o

Volume Su

ved

Dredging ty. (cu.m.)

874804.84

970131.66

778079.64

761115.66

384,131.80

5, along the d

Volume Su

ed

dging Qty. (cu.m.)

C

75567.74

72973.340 1

75608.130 1

99871.160 2

24,020.370

5, along the d

on Shey-Chuch

ummary in I


874804.84

1844936.50

2623016.14

3384131.80

deepest rout

ummary in I


575567.74

1148541.08

1724149.21

2224020.37

deepest rout

T

hot Road Near

Indus River

R

Min. Depth

(m)

MaDep

(m

-0.3 0.

-0.3 0.

-0.3 0.

-0.3 0.

te.

ndus River

Re

Min. Depth

(m)

MaxDept

(m)

-0.3 0.6

-0.3 0.5

-0.3 0.7

-0.3 0.7

te.

Tojo Vikas InterCon

r Shey Village)

r at 1.7m

Reduced w.r.t

ax. pth

m)

Length of

Shoal (km)

6 9

5 9

7 9

7 7

Total

at 1.4 m

educed w.r.t. S

. h

Length of

Shoal (km)

9

9

9

7

Total 2


32

t. Sounding D


1038566.58

1146046.63

924581.46

903602.35

4,012,797.02

Sounding Dat


705428.98

696977.380

705768.360

612947.520

2,721,122.240

Ltd. ers

atum

)

CumulativDrg. qty(cu.m.)

8 1038566.5

3 2184613.2

3109194.6

4012797.0

2

um

CumulativeDrg. qty. (cu.m.)

705428.98

1402406.36

2108174.72

2721122.24

ve y.

58

21

67

02

e

6

2

4



Dredging quantity for the depths of 2.0, 1.7 m, 1.4 m and 1.2 m is calculated stretch wise.

The dredge volume calculations were accomplished using the HYPACK dredge volume

computation utility (Standard Hypack method).The stretch wise results of the dredge volume

are as given:-

Table 24 – Dredging Volume Summary in Indus River at 1.2m

Chainage Observed Reduced w.r.t. Sounding Datum

From To Min.

Depth (m)

Max. Depth

(m)

Length of

Shoal (km)



Min. Depth

(m)

Max. Depth

(m)

Length of

Shoal (km)



0 9 0 0.6 9 374947.200 374947.200 -0.3 0.6 9 474093.53 474093.53

9 18 0 0.5 9 372383.770 747330.970 -0.3 0.5 9 466277.420 940370.95

18 27 0 0.7 9 374576.490 1121907.460 -0.3 0.7 9 473585.560 1413956.51

27 34.67 0 0.7 7 325158.230 1447065.690 -0.3 0.7 7 411725.950 1825682.46

Total 1,447,065,690 Total 1,825,682.460

Dredging quantity, minimum & maximum depths and length of shoal have been

calculated per km wise and the same is at Annexure-2.



6. CONCLUSION

IWAI has marked as National Waterways (NW-46) from Bridge on Highway at Upshi Village

to Bridge on Shey-Chuchot road near Shey Village for the stretch of 34.67 km of length.

The aim of survey was to conduct a survey for assessing the river stretch from Bridge on

Highway at Upshi Village to Bridge on Shey-Chuchot road near Shey Village, for surface

navigation by vessels. The area has been adequately sounded and all conspicuous objects

within and in the vicinity of the survey area has been fixed. The deliverable sheets contain

Topographic data, important landmarks with state of the river banks. The survey is

considered complete in all respects. Only Topographic survey was possible due to Shallow

water flowing in the river.

In the present form, the river is not navigable in whole surveyed area. To assess the

feasibility of navigation, capital dredging would be required. Recommendation for no Need

of Detailed Project Report and Geotechnical Survey.

2 Terminal may be developed on Indus River for facilitation of cargo.

Cla

ss

Observed Reduced w.r.t. Sounding Datum

Fro

m

To

Min

. Dep

th

(m)

Max

. D

epth

(m

)

Len

gth

of

Sh

oal

(km

)

Dre

dg

ing

Q

ty. (

cu.m

.)

Min

. Dep

th

(m)

Max

. D

epth

(m

)

Len

gth

of

Sh

oal

(km

)

Dre

dg

ing

Q

ty. (

cu.m

.)

1 00 34.67 0 0.6 34.67 1447065.690 -0.3 0.6 34.67 1825682.46

2 00 34.67 0 0.5 34.67 2224020.37 -0.3 0.5 34.67 2721122.24

3 00 34.67 0 0.7 34.67 3384131.80 -0.3 0.7 34.67 4012797.02

4 00 34.67 0 0.7 34.67 4093498.00 -0.3 0.7 34.67 4752915.14



7. DETAILS OF ANNEXURES

Annexure - I Data collected from various agencies

Annexure - II Dredge Volume

Annexure - III Details of collected Water level

Annexure - IV Details of bathymetric and topographic surveys carried out

Annexure - V Details of Bank Protection

Annexure - VI Details of Features across the Bank

Annexure – VII Detailed Methodology for Horizontal and Vertical Control

Annexure – VIII Photographs of Equipment

Annexure – IX Details of Bench Marks

Annexure – X Soil Sample Report

Annexure – XI Water Sample Report

Annexure – XII Calibrations Certificates

Annexure - XIII Field Photographs

volume - report indus river - iwai

Documents