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Details of Water Resources
Project


	Information
	Spillway
	Geology
	Hydrology
	Villeges Benefited
	Reserve Water Quantity
	Salient Features

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Vasna Barrage Water Resources Project

Vasna Barrage

Data Table Information
Information
Location	Vill.:Ahmedabad, Ta.:Ahmedabad, Dist.:Ahmedabad.
Purpose	To strengthen the existing irrigation facility.
River	Sabarmati
Area of catchment	10619 km²
Mean annual rainfall	736 mm
Year of commencement of construction work	1972
Year of completion	1976

Data Table Dam
Dam
Type	Barrage
Bed Rock	Recent sandy river deposit
Maximum height above the lowest point of foundation	20.75 m
Length at the top of the dam	611 m
Total Volume Content:
Concrete	0.068 Mm³
Masonry	0.053 Mm³
Earthwork	0.306 Mm³

Data Table Villages under command
Villages under command
a) District	b) Taluka	c) No. of villages
Ahmedabad	Dholka	33
	Sanand	45
	City	2
	Daskroi	6
	Viramgam	1
	Total	87

Data Table Spillway
Spillway
Type	Broad Crest
Length	611 m
Energy dissipater	Stilling Basin
Maximum discharge	21000 m³/s
Type, Nos. and size of gate	Vertical, 24, (18.30 m x 3.66 m) 4, (18.30 m x 4.88 m)2, (18.30 m x 4.27 m)

Data Table Canal
Canal
Length of canal	6.9 km
Capacity	45.35 m³/s

Data Table Cost
Cost
Estimated cost	Rs.887.48 lacs

Data Table Geology
Geology
Name of Scheme	District	Rock type encountered at the dam site
Vasna Barrage	Ahmedabad	Recent sandy river deposit

SALIENT FEATURES

Data Table SALIENT FEATURES 1
Name of scheme	River	Village	Taluka	Dist.	Catchment Area (Sq.Kms)		Yield (MCM)		Maximum observed flood (Cumecs)
					Gujarat	Other	Maximum	Average
Vasna Barrage	Sabarmati	Vasna Barrage	City	Ahmedabad	-	-	-	-	9783.37

Data Table SALIENT FEATURES 2
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)
18/07/1993	38.1	41.76	41.76	46.02	5.34	-	5.34	610.5

Data Table SALIENT FEATURES 3
Type of Spillway	Details of Gates		Lenth of Auxilary Spillway (M)	Left Bank Canal		Right Bank Canal		Year of Completion
Type of Spillway	Types	Nos.	Lenth of Auxilary Spillway (M)	Lenth K.M.	Discharge Capacity (Cumecs)	Length K.M.	Discharge Capacity (Cumecs)	Year of Completion
-	Vetical 18.29X 3.66	30.00		-	-	6.9	45.29	1978

Data Table SALIENT FEATURES 4
G.C.A. (Ha)	C.C.A. (Ha)	Maximum Irrigation
		Year	Area
-	-	-	-

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