Narmada Water Resources ,Water Supply and kalpsar department (Water Resources) home
Sukhi Water Resources Project
Location Vill : Sagodhra/Khos/   Tal.:Pavi,    Dist.;  Vadodara
Purpose Irrigation
River Sukhi
Area of catchment 412 km2
Mean annual runoff in the catchment 217.10    Mm3
Mean annual rainfall 1053   mm
Year of commencement of construction work 1978
Year of completion 1987
Type Earthen & Masonry
Bed Rock Granite, Gneiss and Mica-schists
Maximum height above the
lowest point of foundation
38  m
Length at the top of the dam 4007   m (Earthen dam)
Total Volume Content:
Concrete 0.0327    Mm3
Masonry 0.102   Mm3
Earthwork 4.579    Mm3
Area at full reservoir level 29.04 Km2
Gross storage capacity 178.47   Mm3
Effective storage capacity  167.14 Mm3
Area under submergence
a) Forest b) Waste land c) Culturable
a) 2180 ha b) 391 ha c) 603 ha
No. of villages under submergence  9 Full, 16 partial
Type Ogee
Length 249  m   ( including  NOF)
Energy dissipater Ski-jump bucket
Maximum discharge 5964.3  m3/s
Type, Nos. and  size of gate Radial, 10, (12.496 m x 8.23 m)
Length of canal 310 (Left), 38.50 (Right)  km
Capacity 4.37 (Left), 12.82 (Right) m3/s
Gross command area 31532 ha
Culturable command area 20701 ha
Villages under command
a) District b) Taluka c) No. of villages
Vadodara Pavijetpur 67
  Chhota Udepur 11
  Sankheda 16
Panchmahals Jambughoda 35
  Total 129
Estimated cost Rs. 8978.10 lacs
Expenditure upto March, 1987 Rs.6557.40 lacs
Irrigated Area in Last Five Years
Year Irrigated Area in ha
2008-09 4500
2009-10 3858
2010-11 9169
2011-12 7040
2012-13 6064

Name of Scheme District Rock type encountered at the dam site
Sukhi Vadodara Granite, Pegmatite veins, Geniss and Mica schists with Pegmatite
Name of scheme River Village Taluka Dist. Catchment Area (Sq.Kms) Yield (MCM) Maximum observed flood (Cumecs)
Gujarat Other Maximum Average
Sukhi Sukhi Sagdhara Pavi jetpur Vadodara 385.91 38.44 196.03 136.70 3610.00

Date Crest R.L. (M.) F.R.L. (M) H.F.L. (M) Top of Dam R.L.(M) Gross Capacity at F.R.L. (MCM) Dead storage (MCM) Live storage (MCM) Lenth of Spillway (M)
23/08/1990 139.59 147.82 148.30 152.50 175.14 10.90 164.24 149.66

Type of Spillway Details of Gates Lenth of Auxilary Spillway (M) Left Bank Canal Right Bank Canal Year of Completion
Types Nos. Lenth K.M. Discharge Capacity (Cumecs) Length K.M. Discharge Capacity (Cumecs)
 Ogee  Radial 12.50 X 8.23 10   3.06 4.56 38.07 12.96 1987

G.C.A. (Ha) C.C.A. (Ha) Maximum Irrigation
Year Area
- - - -]