area under eachhe canal to be (12/20), calculate the discharge required at the head of the canal. If the capacity factor isJ. Table below gives the necessary data about the crop, duty of water and thecrop commanded by a canal taking off from a storage reservoir. Taking a time factor for0.8, determine the design discharge.Base period(days)Duty of waterat the head ofthe canalCropArea(hectares)(hectares/cumec)Sugar cane32090058090150580Overlap for sugar canein hot weather1207501 600Wheat (Rabi)1206002 000Bajra (Kharif)320600120Vegetables (Hot weather)

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J. Table below gives the necessary data about the crop, duty of water and the area under each crop commanded by a canal taking off from a storage reservoir. Taking a time factor for e canal 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 Crop Area (hectares) (hectares/cumec) Sugar cane 320 900 580 90 150 580 Overlap for sugar cane in hot weather 750 1 600 120 Wheat (Rabi) 120 600 2 000 Bajra (Kharif) 320 600 120 Vegetables (Hot weather)

J. Table below gives the necessary data about the crop, duty of water and the area under each crop commanded by a canal taking off from a storage reservoir. Taking a time factor for e canal 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 Crop Area (hectares) (hectares/cumec) Sugar cane 320 900 580 90 150 580 Overlap for sugar cane in hot weather 750 1 600 120 Wheat (Rabi) 120 600 2 000 Bajra (Kharif) 320 600 120 Vegetables (Hot weather)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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