area under each crop commanded by a canal taking off from a storage reservoir. Taking a time factor for .S. Table below gives the necessary data about the crop, duty of water and the anal to be (12/20), calculate the discharge required at the head of the canal. If the capacity factor is 0.8, determine the design discharge. Base period (days) Duty of water at the head of the canal Area Crop (hectares) (hectares/cumec) 900 580 320 Sugar cane 580 150 90 Overlap for sugar cane in hot weather 1 600 750 120 Wheat (Rabi) 2 000 600 Bajra (Kharif) 120 600 320 120 Vegetables (Hot weather)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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.3. Table below gives the necessary data about the crop, duty of water and the
nder each crop commanded by a canal taking off from a storage reservoir. Taking a time factor for
ared al to be (12/20), calculate the discharge required at the head of the canal. If the capacity factor is
08. determine the design discharge.
Base period
(days)
Duty of water
at the head of
the canal
Area
Crop
(hectares)
(hectares/cumec)
900
580
320
Sugar cane
580
150
90
Overlap for sugar cane
in hot weather
1 600
750
120
Wheat (Rabi)
2 000
600
120
600
Bajra (Kharif)
320
120
Vegetables (Hot weather)
Transcribed Image Text:.3. Table below gives the necessary data about the crop, duty of water and the nder each crop commanded by a canal taking off from a storage reservoir. Taking a time factor for ared al to be (12/20), calculate the discharge required at the head of the canal. If the capacity factor is 08. determine the design discharge. Base period (days) Duty of water at the head of the canal Area Crop (hectares) (hectares/cumec) 900 580 320 Sugar cane 580 150 90 Overlap for sugar cane in hot weather 1 600 750 120 Wheat (Rabi) 2 000 600 120 600 Bajra (Kharif) 320 120 Vegetables (Hot weather)
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