Salient Features of Parbati - Kalisindh - Chambal Link Project
1.0
1.1
1.2
General
Name of the Project
Purpose
1.3
(a)
(b)
2.0
River basin
Name
Location
Head Works
2.1
(a)
Location
State
(b)
(c)
(d)
(e)
(f)
District
Tehsil
River
Sub-basin
Access to the project
i) Air port
ii) Railway station
iii) Road
2.2
(a)
(b)
(c)
(d)
(e)
Hydrology
Catchment area (sqkm.)
75% dependable yield
(Mm3)
50% dependable yield
(Mm3)
Surface water available
for transfer at 75%
dependability
Design flood (cumec)
Parbati - Kalisindh - Chambal Link Project
Diversion of surplus water of Parbati river(tributary of
Chambal), Newaj river(sub-tributary of Kalisindh)
and Kalisindh
river (tributary of Chambal) to
Chambal river at Rana Pratap sagar or alternatively
at Gandhi Sagar for extending irrigation enroute of
the link and drought prone areas of Upper Chambal
sub-basin.
Chambal
Madhya Pradesh and Rajasthan
Mohanpura
Patanpur dam
dam
Madhya
Pradesh
Rajgarh
Biaora
Parbati
Parbati
Patanpur dam
Madhya
Pradesh
Rajgarh
Biaora
Newaj
Kalisindh
Mohanpura
dam
On MaksiOn MaksiGuna line,
Guna line,
Biaora Rly.
Biaora Rly.
Station 38 km
Station 11 km
from the
from the
Project site.
Project site.
NH-3 from
NH-3 from
Mumbai-Agra
Mumbai-Agra
road 38 km
road 3.0 km
from Project
from Project
site.
site.
Mohanpura
Patanpur dam
dam
5312
3594
1934
862
Kundaliya
dam
Madhya
Pradesh
Rajgarh
Zeerapur
Kalisindh
Kalisindh
Kundaliya
dam
On MaksiGuna line,
Biaora Rly.
Station 80 km
from the
Project site.
JhalawarUjjain highway
7.0 km from
Project site.
Kundaliya
dam
5953
1278
2370
1266
1827
948
444
610
10121
10637
11539
2.3
(a)
(b)
(c)
(d)
2.4
(a)
(b)
(c)
(d)
2.5
(a)
(b)
(c)
(d)
(e)
2.6
(a)
(b)
(c)
(d)
(e)
(f)
(g)
Reservoir data
Top level of the dam (m)
Max. water level (m)
Full reservoir level (m)
Minimum draw down
level (m)
Storage details
Gross storage at FRL
(Mm3)
Live storage capacity
(Mm3)
Dead storage capacity
(Mm3)
Submergence at FRL
1. Area (ha)
i) Forest land
ii) Irrigated land
iii) Unirrigated land
iv) Culturable waste
land
v) Area not available
for
Cultivation
2. Villages
3. Population
Non overflow dam
Type
Length of left transition (m)
Length of right transition
Maximum height from
average N.S.L. of river
bed (m)
Top width (m)
Spillway
Type
Length of spillway (m)
Crest level (m)
Average N.S.L. of
river bed (m)
Type of gate
No. of gates
Size of gates
421.62
419.62
419.00
407.00
403.00
401.50
400.00
390.00
382.00
379.50
378.00
369.20
156.00
140.00
1234.00
87.50
959.00
46.00
52.50
275.00
2998.00
68.89
219.69
1869.16
418.08
2510.00
236.51
1073.26
827.80
11800.00
175.51
1699.08
5447.25
1668.90
422.17
372.11
2809.68
22
4255
8
2530
35
20270
60.00
60.00
Concrete
gravity
60.00
40.00
Concrete
gravity
60.00
60.00
19.62
24.50
45.00
6.00
6.00
8.00
Ogee spillway
197.00
409.29
402.00
Ogee spillway
176.00
389.50
378.50
Ogee spillway
228.50
369.00
337.00
Radial
(18+1)
8.0m x 10.5 m
Radial
(16+1)
8.0m x 12.0 m
Radial
(20+2)
8.0m x 10.5 m
110.00
Concrete gravity
ii
2.7
(a)
(b)
(c)
(d)
(e)
3.0
3.1
(a)
(b)
(c)
(d)
(e)
(f)
(g)
(h)
(i)
(j)
(k)
3.2
(a)
(b)
(c)
(d)
(e)
(f)
(g)
(h)
(i)
(j)
Earthen dam
Length of right
1190
667
240
earthen dam (m)
Length of left earthen
2490
957
2911.5
dam (m)
Top width (m)
8.0
8.0
8.0
Average NSL Right
417.26
395.16
378.84
bank(m)
Average NSL Left
418.9
393.22
359.34
bank(m)
Link canal
Patanpur
to
Mohanpura
Length of canal (km)
55.37
Flow
by gravity
Type of lining
P.C.C.
Full supply level at head
411.0
(m)
Full supply depth at
5.0
head(m)
Bed width (m)
19.5
Side slope (H:V)
1.5:1
Bed slope
1 : 10000
199.3
Design discharge at head
& tail (Cumec)
Total No.of canal
39
structures
(2 Aqueducts, 1 Tunnel, 3 Hume pipe culverts, 6 Super passages, 2 Drainage
syphons, 1 Cross Regulator cum Escape, 6 Head Regulators, 1 Escape, 10
DRB, 6 VRB and
1 Railway bridge)
1.331
Velocity (m/s)
Mohanpura to Kundaliya
Length of canal (km)
73.17
Flow
by gravity
Type of lining
P.C.C.
Full supply level at head (m)
392.0
Full supply depth at head (m)
5.0
Bed width (m)
21.3
Side slope (H:V)
1.5:1
Bed slope
1 : 8000
Design discharge at head
238.0
& tail (Cumec)
Total No.of canal
44
structures
(3 Aqueducts, 2 Tunnels, 8 Hume pipe culverts, 5 Drainage syphons, 2 Super
passages, 1 Cross Regulator cum Escape, 5 Head Regulators, 1 Escape, 13
DRB, 4 VRB)
iii
(k)
3.3
(a)
(b)
(c)
(d)
(e)
(f)
(g)
(h)
(i)
(j)
(k)
3.4
(a)
(b)
(c)
(d)
(e)
(f)
(g)
(h)
(i)
(j)
(k)
3.5
(a)
(b)
(c)
Velocity (m/s)
1.502
Kundaliya to Rana
Pratap Sagar Alt.(a)
Length of canal (km)
115.08
Flow
by gravity
Type of lining
P.C.C.
Full supply level at head
368.7
(m)
Full supply depth at head
4.0
(m)
Bed width (m)
8.0
Side slope (H:V)
1.5:1
Bed slope
1:20000
Design discharge at
49.1
head & tail (Cumec)
Total No.of canal
73
structures
(7 Aqueducts, 2 Tunnels, 21 Hume pipe culverts, 2 Super passages, 4 Drainage
syphons, 1 Canal Syphon, 1 Cross Regulator, 10 Head Regulators, 2 Cross
Regulator cum Escapes, 2 Escapes, 14 DRB & 7 VRB)
Velocity (m/s)
0.752
Kundaliya to Gandhi
Sagar Alt.(b)-I
Length of canal (km)
98.09 (Including pumping reach of 19.38 Km)
Flow
involving lift
Type of lining
P.C.C.
Full supply level at head
412.00
(m)
Full supply depth at head
3.4
(m)
Bed width (m)
7.0
Side slope (H:V)
1.5:1
Bed slope
1:10000
Design discharge at
49.1
head & tail (Cumec)
Total No.of canal
61
structures
(2 Aqueducts, 7 Hume pipe culverts, 1 Super passage, 12 Drainage syphons, 1
Barrage, 12 Head Regulators, 2 Cross Regulator cum Escapes, 2 Escapes, 9
DRB , 12 VRB & 1 Railway Bridge)
Velocity (m/s)
1.07
Kundaliya to Gandhi
Sagar Alt.(b)-II
Length of canal (km)
73.29 (Including pumping reach of 3.20 km and
Barrage portion of 0.96 km.)
Flow
involving lift
Type of lining
P.C.C.
iv
(d)
(e)
(f)
(g)
(h)
(i)
(j)
(k)
4.0
(a)
(b)
(c)
(d)
(e)
(f)
(g)
(h)
(i)
(j)
5.0
6.0
(a)
Full supply level at head
368.7
(m)
Full supply depth at head
3.5
(m)
Bed width (m)
9.0
Side slope (H:V)
1.5:1
Bed slope
1:13500
Design discharge at
49.1
head & tail (Cumec)
Total No.of canal
50
structures
(2 Aqueducts, 1 Tunnel, 9 Hume pipe culverts, 3 Super passages, 7 Drainage
syphons, 1 Barrage, 12 Head Regulators, 1 Cross Regulator cum Escape, 1
Escape, 5 DRB, 7 VRB & 1 Railway Bridge)
Velocity (m/s)
0.861
Pumping system
Alt.(a)
Alt.(b)-I
Alt.(b)-II
(No pumping)
(Three stage
(Single stage
pumping)
pumping)
Ist stage pumping RL (m)
368.35 to
356.56 to
385.00
404.00
IInd stage pumping RL (m)
379.50 to
395.00
IIIrd stage pumping RL
394.00 to
(m)
412.00
No. of Pumps
21
7
Av. Discharge per
7.43 cumec
6.0 cumec
pipe (taking 6 pipe
lines)
Total design head (m)
59.07
62.41
Capacity of Pumps
Ist stage pumping
2150
5000
(H.P.)
IInd stage pumping (H.P.)
1750
IIIrd stage pumping (H.P.)
2000
Total electric power
22.38
18.1
required for pumping (MW)
2.4
2.1
Diameter of pipes (m)
Length of pumping reach
19.74*
3.2
(km)
* ( 1.55 km pipe line, 17.55 km canal & 0.64 km Res. Length)
Utilisation of water
Alt.(a)
Alt.(b)-I
Alt.(b)-II
Total water utilization
1325.0
1368.0
1360.0
3
(Mm )
Details of seven dams proposed in Upper Chambal sub-basin
Live storage
Annual
(Mm3)
irrigation (ha)
Major projects
i) Chitabad dam
200.0
52957.0
v
ii) Sonechiri dam
iii) Padunia dam
iv) Sewarkheri dam
v) Sekri Sultanpura
dam
(b)
7.0
(a)
(b)
(c)
8.0
(a)
(b)
9.0
10.0
Medium projects
i) Ramwasa dam
ii) Bachora dam
52.0
42.0
37.0
36.0
14359.0
11881.0
10066.0
10232.0
21.25
15.0
5778.0
4127.0
Annual irrigation
Alt.(a)
Alt.(b)-I
(ha)
Enroute
108739.0
118860.0
Upper Chambal
109400.0
109400.0
Ex- Kota barrage
2150.0
2150.0
Total
220289.0
230410.0
Estimated cost at 2002-03 price level (Rs. in lakh)
Head works
112356.41
112356.41
Canal & Canalisation
186546.54
200190.36
including pumping station
Total
298901.95
312546.77
Benefit Cost ratio
1.67
1.59
Internal Rate of Return
14%
14%
vi
Alt.(b)-II
117253.0
109400.0
2150.0
228803.0
112356.41
193473.29
305829.70
1.63
14%