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 22 – Dredging Volume Summary in Indus River at 1.7m ................................................................ 32
Table 23 – Dredging Volume Summary in Indus River at 1.4 m ............................................................... 32
Table 24 – Dredging Volume Summary in Indus River at 1.2m ................................................................ 33
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
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) 2
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.
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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) 5
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
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) 6
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.
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) 7
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.)
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) 8
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
rnational Pvt. Lsulting Enginee
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
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) 10
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
rnational Pvt. Lsulting Enginee
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
condition and in use
Abandoned
Abandoned
Good condition
and in use
ver
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) 12
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
condition and in use
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
condition and in use
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
condition and in use
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
condition and in use
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
condition and in use
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) 13
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
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) 14
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
rnational Pvt. Lsulting Enginee
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
rnational Pvt. Lsulting Enginee
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
rnational Pvt. Lsulting Enginee
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
rnational Pvt. Lsulting Enginee
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
Length of Shoal (km)
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
rnational Pvt. Lsulting Enginee
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
rnational Pvt. Lsulting Enginee
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
rnational Pvt. Lsulting Enginee
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
rnational Pvt. Lsulting Enginee
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
rnational Pvt. Lsulting Enginee
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
I – NW-46 (Briidge on Highwa
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
rnational Pvt. Lsulting Enginee
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
Length of Shoal (km)
7.0
7.0
7.0
7.0
served
Length of Shoal (km)
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
rnational Pvt. Lsulting Enginee
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
rnational Pvt. Lsulting Enginee
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
I – NW-46 (Briidge on Highwa
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
rnational Pvt. Lsulting Enginee
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)
rnational Pvt. Lsulting Enginee
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.
rnational Pvt. Lsulting Enginee
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
rnational Pvt. Lsulting Enginee
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
rnational Pvt. Lsulting Enginee
31
es.
Sounding Datu
Dredging Qty. (cu.m.)
1229387.64
1358418.470
1094661.820
1070447.210
4,752,915.14
Ltd. ers
um
Cumulative Drg. qty. (cu.m.)
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
Cumulative Drg. qty. (cu.m.)
874804.84
1844936.50
2623016.14
3384131.80
deepest rout
ummary in I
Cumulative Drg. qty. (cu.m.)
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
rnational Pvt. Lsulting Enginee
32
t. Sounding D
Dredging Qty. (cu.m.)
1038566.58
1146046.63
924581.46
903602.35
4,012,797.02
Sounding Dat
Dredging Qty. (cu.m.)
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
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) 33
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)
Dredging Qty. (cu.m.)
Cumulative Drg. qty. (cu.m.)
Min. Depth
(m)
Max. Depth
(m)
Length of
Shoal (km)
Dredging Qty. (cu.m.)
Cumulative Drg. qty. (cu.m.)
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.
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) 34
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
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) 35
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