Detailed project report of Damanganga-Pinjal link project
Salient Features
Sl. Particulars
No.
1 Name of the Project
2 Type of Project
(Irrigation or
Multipurpose)
3 Location
3.1 River Basin
a) Name
b) Located in
i) State(s)
ii) Countries (if
international river)
3.2 River / Tributary
3.3 State(s)/District(s)/Taluk
a(s) in which the
following are located:
a) Reservoirs
State
District
Taluka
b) Head work
State
District
Taluka
c) Command Area
d) Power house
State
District
Taluka
Damanganga-Pinjal Link Project
Drinking Water Supply
Maharashtra and Gujarat
Damanganga basin and Pinjal Sub basin of
Vaitarna basin
Gujarat and Maharashtra
Not Applicable
Damanganga/Vagh; Vaitarna/Pinjal
Bhugad
Khargihill
Gujarat and Maharashtra
Maharashtra
Valsad and
Nasik and Thane
Nasik
Kaprada and Trimbak, Jawhar and
Trimbak
Mokhada
Bhugad
Khargihill
Khargihill
dam
dam
saddle dam
Gujarat and Maharashtra Maharashtra
Maharashtra
Valsad and
Thane
Thane
Nasik
Kaprada and Jawhar
Jawhar
Trimbak
Not Applicable. The project has been
planned as drinking water supply project to
augment domestic water supply of Mumbai
city
Bhugad
Khargihill
Maharashtra Maharashtra
Nasik
Thane
Trimbak
Jawhar
i
Detailed project report of Damanganga-Pinjal link project
3.4 Name of village near
Head works
3.5 Location of Head works
a)
b)
c)
3.6
a)
b)
3.7
a)
b)
c)
d)
e)
4
a)
b)
c)
d)
Bhugad
Behadpada
Bhugad
Khargihill Khargihill saddle
dam
dam
dam
0
0
Longitude
20 12’ 30” 20 05’ 05” 200 05’ 18”
Latitude
730 17’ 32” 730 16’ 27” 730 15’ 22”
Lies in Earthquake Zone The project sites lie in seismic Zone-III as
No.
per the zoning map of India (IS: 1893-2002,
Part-1).
Project area reference to:
46 H/8 and 46 E/5
Survey of India Toposheets
Index Plan
Plate: 1.1
Access to the project
Name
Distance from
project site
Airport
Mumbai/ Surat
170 km to 200 km
Rail head
Valsad/Umbergaon on 90 km to 100 km
WR
Road head
Valsad/Bhilad on NH- 80 km to 95 km
8, Nasik on NH-3
River port
Hazira
100 km to 150 km
Seaport
Mumbai
170 km to 200 km
Interstate aspects of the project
Catchment area of the
basin
Damanganga basin (km2) 2331(km2)
Vaitarna basin (km2)
3647 (km2)
State-wise details of
Damanganga Basin
Vaitarna Basin
2
catchment area
(km )
(km2)
Maharashtra
1438
3647
Gujarat
430
Union territory
i) Dadra & Nagar Haveli 393
ii) Daman & Diu
70
Total 2331
3647
Submergence due to
Bhugad Dam
Khargihill Dam
projects (ha)
Maharashtra 916
1558
Gujarat 987
Total 1903
1558
Water allocation for the Water sharing between the States of Gujarat
state (if any) / country
and Maharashtra is under finalisation
ii
Detailed project report of Damanganga-Pinjal link project
e)
Water allocation for Not Applicable
other states / countries
f) Committed utilisation
Bhugad (Mm3)
Khargihill (Mm3)
Irriga- Water Indu- Hydel Irriga- Water Indu- Hydel
Upstream Projects
i) Projects completed
ii) Projects under
construction
iii) Future projects
iv) Any other
Downstream Projects
i) Projects completed
ii) Projects under
construction
iii) Future projects
iv) Any other
Sub-total
g) Proposed annual
utilisation by the project
i) Irrigation
ii) Water supply to Mumbai
city (Mm3)
iii) Hydel (evaporation
losses) (Mm3)
iv) Thermal Power (Mm3)
v) Local Domestic and
Industrial (Mm3)
Gross annual utilisation
(Mm3) (sum of i to v)
h) Minimum agreed /
proposed flow in the
river for maintaining
ecology
5
Estimated life of the
projects (years)
6
Irrigation (ha)
7
8
Flood control
Navigation
tion supplystrial
18.77 16.69 -
tion supply strial
14.38 29.65 -
8.20 2.03 6.65 77.70 16.78 0.72 3.94
-
Bhugad (Mm3)
91.00
(Mad
huban
dam)
-
57.51
-
Khargihill (Mm3)
-
-
-
-
-
-
-
-
-
-
-
-
-
-
9.00
5.00
-
-
11.00 5.00
91
-
7.03 6.65 77.70 69.81
5.72 3.94
Not Applicable
210
Not Applicable
369
-
-
5.00
5.00
215
374
5.79
5.11
57.51
100 years
Not Applicable. Damanganga – Pinjal link
has been planned as a drinking water supply
project to augment domestic water
requirement of Mumbai city.
No flood control envisaged
No navigation proposed
iii
Detailed project report of Damanganga-Pinjal link project
9
Water supply
9.1 Domestic
a) Names of towns /
villages served
b) Size of population
served
c) Quantum of water made
available (m3)
d) Quantum of water per
capita (litre)
9.2 Industrial
a) Name(s) and its
location(s)
b) Quantum of water made
available (m3)
10 Project performance
a)
b)
c)
d)
e)
11
11.1
11.1.1
a)
b)
i)
ii)
iii)
c)
11.1.2
Irrigation
Power
Flood control
Water supply
Navigation
Hydrology
Catchments
Catchments area at
headwork site
Gross
Intercepted
By existing projects
By ongoing projects
By contemplated projects
Un-intercepted
Catchment area
classification according
to mode of precipitation
Damanganga – Pinjal Link Project will
augment domestic water supply of Mumbai
city. The population of Mumbai city as per
census of the year 2011 is 1.84 crores. In
addition, the villages lying in the
periphery/vicinity of the reservoirs and
villages developed for settlement of PAPs
will also get drinking water supply to an
extent of 10 Mm3(for both Domestic and
Industrial use) from these two reservoirs.
895 Mm3 (210 Mm3 from Bhugad dam; 369
Mm3 from Khargihill dam; and 316 Mm3
from Pinjal dam)
Diverted water will be used to augmentation
of domestic water supply of Mumbai city
The project envisages providing 10.0 Mm3 of
water to meet the water requirements of the
population in the vicinity of the reservoir for
various uses including industrial purpose.
Bhugad
Khargihill
Period of
No. of
Period of
No. of
simulation failure simulation failure
Not Applicable
Not Applicable
30
30
Not Applicable
Not Applicable
30
30
Not Applicable
Not Applicable
Bhugad Dam
(km2)
708
Khargihill Dam
(km2)
646
52
33
75
548
Bhugad Dam
20
19
154
453
Khargihill Dam
iv
Detailed project report of Damanganga-Pinjal link project
a)
b)
11.2
11.2.1
Rain-fed (km2)
Snow-fed (km2)
Precipitation
Catchments
708
Nil
646
Nil
Annual rainfall
Annual Snowfall
(mm)
(mm)
Damanganga Pinjal Damanganga Pinjal
a) Average
2245
2758
Nil
Nil
b) Maximum
2983
2983
Nil
Nil
c) Minimum
1657
2440
Nil
Nil
11.2.2 Command Area
Not Applicable
11.3 Annual yield calculated at
Bhugad
Khargihill
3
the proposed site (Mm ) Gross
Net
Gross
Net
a) Average yield
785.1
667.7
985.8
871.3
b) At 50% dependability
733.2
610.1
939.4
820.2
c) At 75% dependability
517.3
394.6
748.0
629.4
d) At 100% dependability
372.4
283.7
477.0
400.9
11.4 Climatic Data (command) Not Applicable
11.5 Seismic coefficients
Bhugad Dam
Khargihill Dam
Concrete Earthen Concrete Earthen
a) Horizontal
0.09
0.02
0.18
0.04
b) Vertical
11.6 Utilisation within the
State (Mm3)
11.6.1 Water availability
(State’s share in case of
interstate river)
11.6.2 Committed utilisation
a) Upstream Projects
i) Projects completed
ii) Projects under
construction
iii) Future projects
iv) Any other
b) Downstream Projects
i) Projects completed
ii) Projects under
construction
iii) Future projects
0.09
0.02
0.17
0.03
Water sharing between the States of Gujarat
and Maharashtra is under finalisation
Bhugad dam
(Mm3)
Major &
Minor
Medium
Khargihill Dam
(Mm3)
Major &
Minor
Medium
-
18.77
16.69
-
14.38
29.65
-
94.58
-
-
78.95
-
91
-
-
-
-
-
-
-
-
v
Detailed project report of Damanganga-Pinjal link project
iv) Any other
11.6.3 Proposed utilisation by
the project
a) Irrigation
b) Water supply (Mm3)
11.7 Floods near the
headwork site
11.7.1 Observed period of
record
a) Maximum water level
(El-m)
b) Maximum discharge
estimated (Cumec)
c) Year of occurrence, date
11.7.2 Estimated Flood Magnitude (Cumec)
a) 50 year return period
diversion flood (Cumec)
b) 100 year return period
diversion flood (Cumec)
c) Standard project flood
d) Maximum probable
flood (Cumec)
11.7.3 Design flood (Cumec)
a) Dam (Cumec)
b) Weir / Barrage
c) Construction Diversion
d) Flood control works
11.7.4 River flows (minimum
observed)
a) Water level (El-m)
b) Discharge (Cumec)
c) Months of Nil flow, if
any
12 Reservoir
12.1 Water levels (m)
a) Maximum Water Level
(m)
b) Full Reservoir Level (m)
c) Minimum Draw Down
Level (m)
d) Outlet levels
i) Irrigation (m)
-
Bhugad Dam
-
Khargihill Dam
Not Applicable
210
Not Applicable
369 Mm3
110.03
88.30
8700
1584
3rd August, 2004
Bhugad Dam
13th , July, 1994
Khargihill Dam
3786
4138
4074
4418
Not Applicable
8992
Not Applicable
10222
8992
Not Applicable
Not Applicable
Not Applicable
Damanganga
10222
Not Applicable
Not Applicable
Not Applicable
Vagh
River bed level
0.00
January to May
River bed level
0.00
January to May
Bhugad
Khargihill
164.249
155.000
163.870
124.830
154.520
109.750
Not Applicable
Not Applicable
vi
Detailed project report of Damanganga-Pinjal link project
ii)
iii)
e)
12.2
12.3
12.4
12.5
a)
b)
c)
12.6
12.7
a)
b)
c)
a)
b)
12.8
Power (m)
Others (please specify)
Dead Storage Level (m)
Free board (m)
Wave height (m)
Live storage (Mm3)
Capacity at (Mm3)
Full reservoir level (Mm3)
Minimum draw down
level (Mm3)
Dead storage level (Mm3)
Flood absorption
capacity (Mm3)
Sedimentation (Mm3)
and levels after
Years
Above MDDL
Below MDDL
Encroachment of live
storage (per cent)
Sedimentation volume
(Mm3)
New zero elevation
Average monthly
evaporation losses from
the reservoir
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sept
Oct
Nov
Dec
12.9 Seepage in the reservoir
120.00
Nil
112.50
4.07
2.76
398.574
105.75
Nil
93.00
5.04
2.13
420.046
427.07
28.496
460.896
40.850
5.280
Not Applicable
2.542
Bhugad Reservoir
Khargihill Reservoir
50 Years 100 Year 50 Year
26.29
52.54
24.03
10.60
21.60
10.20
6.6 %
13.2 %
5.7 %
100 Year
48.55
19.20
11.6 %
36.79
67.73
73.46
33.92
107.80
112.50
89.60
93.00
Monthly Evaporation depths (mm)
Bhugad and
Pinjal Reservoir
Khargihill
Reservoirs
127.6
142.6
127.6
66.0
203.2
55.8
225.6
75.0
251.6
105.4
203.2
105.0
101.6
99.2
101.6
114.7
152.4
150.0
203.2
207.7
152.9
225.0
127.6
235.6
Both the reservoirs are appeared to be tight
vii
Detailed project report of Damanganga-Pinjal link project
13 Submergence
13.1 Land and property
submerged
a) Villages affected (No.)
i) Fully
ii) Partially
b) Land affected (ha)
i) Gross
ii) Culturable
iii) Forest
iv) Others (specify)
c) Buildings / houses (No.)
d) Road / Rail (km)
e) Transmission lines (km)
f) Any other
13.2 Submergence ratio (with
reference to CCA)
13.3 Number of families
affected
13.4 Anticipated back water
levels
at
important
places
along
the
periphery of reservoir
14 Head works
14.1 Dam
14.1.1 Embankment Dam
Bhugad Reservoir
Khargihill Reservoir
14
Nil
14
16
Nil
16
1903
810
290
803
523
Nil
Nil
Nil
Not Applicable
1558
612
676
270
452
Nil
Nil
Nil
Bhugad
1098
Bhugad Reservoir
Khargihill
1204
Khargihill Reservoir
164.249 m upto 15
km from dam axis
155.000 m upto 16 km
from dam axis
Bhugad
Khargihill
a) Type of dam
(Homogenous/Zoned/Ro
ck-fill/Concrete faced)
b) Length of dam at top (m)
i) Right Flank
ii) Left Flank (m)
c) Top width (m)
Concrete faced
Rock Fill (CFRD)
Concrete faced Rock
Fill (CFRD)
527.5
527.50
16
341.0
341.0
10
d) Maximum height above
GL (m)
e) Dyke(s)
i) Number
ii) Total length (m)
iii) Maximum height (m)
f) Type of cut off and
68.63
72.92
Not Applicable
Khargihill Saddle dam
1
400.40
25.92
Not Applicable
viii
Detailed project report of Damanganga-Pinjal link project
14.1.2
a)
b)
c)
d)
e)
f)
g)
h)
14.1.3
a)
b)
c)
d)
e)
f)
g)
h)
i)
j)
k)
i)
ii)
l)
maximum depth
Masonry and Concrete
Dam (Non-over flow
section)
Type of Dam
(masonry/concrete/
composite, any other)
EL of top (m) (Road EL)
EL of deepest
foundation (m)
Length at top (m)
Length at the river bed
(m)
Width at top (m)
Width at deepest bed
level (m)
Maximum height above
deepest foundation level
(m)
Spillway (overflow
section)
Type of spillway
(Ogee / chute / side
channel / tunnel / siphon
/ any other type (specify)
Full reservoir level (m)
Maximum water level (m)
Length (m)
Maximum height above
the deepest foundation
(m)
Crest level (m)
Number of gates
Type of gate
Size of gate (mXm)
Maximum discharging
capacity (cumec) at
Tail water level (m)
Maximum (m)
Minimum (m)
Type of energy
dissipation arrangement
Bhugad Dam
Khargihill Dam
concrete
concrete
168.270
98.850
158.920
81.000
174.5
174.5
173.20
173.20
8.00
69.642
8.00
85.60
69.42
77.92
Ogee
Ogee
163.870
164.249
149.50
54.15
154.520
155.006
104.00
63.52
153.00
9
Radial
13.50x11.51
8849
138.52
6
Radial
14.00 x 16.00
9238
115 m
98.37 m
Ski jump bucket
type (Stilling basin
with Chute block
96.00 m
78.80 m
Ski jump bucket type
(Stilling basin with
Chute block and end
ix
Detailed project report of Damanganga-Pinjal link project
m) Type of hoisting
arrangement and its
capacity
14.1.4 River sluice(s),
Irrigation / Power
outlet(s)
a) Purpose
b) Number
c) Size (m)
d) Sill level (El-m)
e) Number of gates
f) Type of gate
g) Size of gate (mXm)
h) Type of hoisting
arrangement and its
capacity
14.2 Barrage
14.3 Weir
14.4 Head Regulator(s)
15 Canal System
16 Cropping Pattern
17 Power
17.1 Type – Conventional /
Pumped storage
17.2 Installed capacity (MW)
17.3 Annual PLF %
17.4 Annual energy (MU)
a) Firm (MU)
b) Seasonal (secondary)
(MU)
Total (MU)
17.5 Off peak requirement for
pumping*
* For pumped storage
projects only
17.6 Head Race Channel /
Tunnel
17.7 Balancing Reservoir
17.8 Fore bay
and end sill)
Hydraulic, 110 t
sill)
Hydraulic, 200 t
River sluice
2
2.50 m x 3.0 m
108.0 m
2
Vertical lift
2.50 m (W) x 3.0
m(H)
Hydraulic, 300 t
River sluice
3
3.00 m x 5.00 m
98.0 m
3
Radial
3.00(W) x 5.30(H)
Hydraulic, 120t/150t
No barrage proposed
No weir proposed
No Head Regulator proposed
Not Applicable. The diversion of water is
through tunnels only and no canal is
proposed.
Not Applicable
Bhugad Powerhouse Khargihill Powerhouse
Conventional
Conventional
2.00
76.68
3.00
61.64
9.09
13.68
16.20
20.52
22.77
Not Applicable
36.72
Not Applicable
Not Applicable
Not Applicable
No balancing reservoir proposed
No fore way proposed
x
Detailed project report of Damanganga-Pinjal link project
17.9
a)
i)
iii)
Intakes
Upper Intake
Type & size of intake
Stability of the
slope/cuts around intake
iv) Submergence of the
entry below water level
vi) Intake gates-number,
type & size
vii) Details of anti-vortex
arrangements
viii) Type of hoisting
arrangement and its
capacity
b) Lower Intake (for
pumped storage scheme)
17.10 Surge tank / shaft
17.11 Penstocks / pressure
shafts
a) Number, diameter &
length
b) Inclination
c) Liner type
d) Grade of steel
e) Reach-wise rock cover
f) Reach-wise rock
properties-RMR/Q
g) Reach-wise rock
participation factorscomputed & adopted
h) Reach-wise liner
thickness
i) Necessity for heart
treatment, if any
j) Bifurcation / trifurcation
17.12 Power House
a) Type (surface or
underground)
b) Orientation
Bhugad Powerhouse Khargihill Powerhouse
Bell Mouth
Not Applicable
Bell Mouth
Not Applicable
Yes
Yes
2 Nos.
2 Nos.
Centre line of
Penstock is kept
4.83 m below
MDDL
Rope drum hoist,
25t/ 10 t capacity
Centre line of
Penstock is kept 4.0 m
below MDDL
Not Applicable
Not Applicable
Not Applicable
Not Applicable
Diameter - 1.5 m
Length - 177 m
Not Applicable
Diameter - 1.5 m
Length - 215 m
Not Applicable
one bifurcation
Bhugad Dam
Power house
Surface
one bifurcation
Khargihill Dam
Power house
Surface
Not Applicable
Not Applicable
xi
Rope drum hoist,
25t/ 10 t capacity
Detailed project report of Damanganga-Pinjal link project
c) Rock types encounteredRMR/Q values
d) Major wedge
formations, if any
e) Rock ledge dimension
between cavities
f) Maximum head (m)
g) Minimum head (m)
h) Head loss in water
conductor system (m)
i) Design head (m)
j) Dimensions (m X m)
k) Unit capacity
l) Installed capacity (MW)
m) Type of turbine
n) Type of generator
o) Type of power house
crane
p) Number & size of draft
tube gates/bulk head &
capacity of hoists
17.13 Switch yard
a) Type
b) Voltage level
17.14 Transformer Cavern
17.15 Tail Race Channel
a) Shape & size
b) Length
c) Recovery slope
d) Maximum tail water
level (m)
e) Minimum tail water
level (El-m)
f) Average tail water level
(El-m)
g) HFL of recipient river
channel at outfall
h) Draft tube gates-number,
type & size
17.16 Tail Race Tunnel
18 Cost
54.87
15.83
0.20
64.52
19.75
0.02
41.66
32.7 X 8.28
2 X 1.0 MW
2.0 MW
Horizontal Francis
AC Synchronous
EOT
49.40
32.7 X 8.28
2 X 1.5 MW
3.0MW
Horizontal Francis
AC Synchronous
EOT
2 Gates of 3.4 m X
2.34 m, Rope drum
hoist of 6 t capacity
2 Gates of 3.4 m X 2.0
m, Rope drum hoist of
6 t capacity
Out door
33kV
Not Applicable
Out door
33kV
Not Applicable
Open channel of
12.7 m width
70.0 m
1V:6H
115.00
Open channel of 12.7
m width
60.0 m
1V:6H
96.00
107.50
89.00
109.00
90.00
112.20
98.00
2 number stop log
type
Not Applicable
2 number stop log
type
Not Applicable
xii
Detailed project report of Damanganga-Pinjal link project
18.1 Cost of project (` lakh)
Unit-wise
Unit – I: Head Works
Unit – III: Power house
18.2 Allocated cost (` lakh)
a)
b)
c)
d)
e)
f)
19
19.1
Irrigation
Power
Flood control
Navigation
Water supply
Any other
Benefits / Revenue
Benefits
a)
b)
c)
d)
e)
f)
20.2
Food production (tonne)
Power (kwh)
Flood protection (ha)
Navigation (tonnage)
Water supply
Any other (fisheries)
Revenue
a)
b)
c)
d)
e)
f)
i)
ii)
iii)
g)
Betterment levy
Water Rates
Irrigation Cess
Pisciculture rights auction
Power Rates
Navigation
Cargo Rates
Regd. Charges
Passenger Tax
Others
Total
21 Benefit Cost (BC) Ratio
a) BC Ratio
b) Internal Rate of Return
(IRR)
271130 lakh
3531
Not Applicable. The project has been
planned as drinking water supply scheme for
augmenting domestic water supply of
Mumbai city. As such whole cost of entire
Project has been allocated to domestic water
supply.
Not Applicable
Not Applicable
Not Applicable
Not Applicable
274661 lakh
Quantity
Nil
25.29 MU
Nil
Nil
579 Mm3
Nil
Quantity
Unit Price
Nil
2.72/kWh
Nil
Nil
Nil
Rate
Not Applicable
579 Mm3
Not Applicable
Not Applicable
25.29 MU
2.72/kWh
Not Applicable
Not Applicable
Not Applicable
Not Applicable
Not Applicable
Value (Rs. in
lakh)
Nil
688
Nil
Nil
72533
Nil
Amount (Rs.
in lakh)
72533
688
73221
1.95
16.29 %
xiii
Detailed project report of Damanganga-Pinjal link project
xiv