A farm with area of 7 hectares to be irrigated by rectangular channel, if the design daily irrigation requirement (DDIR) is (10 mm/day), and the time that water is delivered is (HPD= 8 houres per day), and irrigation efficiency including conveyance effciency of canal or ditch equal to ( Ei = 69.4%) the water was delivered by retangular concrete channel of (n=0.012) the main logitudinal slop of channel is (So= 0.0006) Determined: 1- channel capacity (Q) (m3/sec) 2- design the best hydraulic section for a concrete irrigation channel

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A farm with area of 7 hectares to be irrigated by
rectangular channel, if the design daily irrigation
requirement (DDIR) is (10 mm/day), and the
time that water is delivered is (HPD= 8 houres
per day), and irrigation efficiency including
conveyance effciency of canal or ditch equal to (
Ei = 69.4%) the water was delivered by
retangular concrete channel of (n= 0.012) the
main logitudinal slop of channel is (So= 0.0006)
Determined:
1- channel capacity (Q) (m3/sec)
2- design the best hydraulic section for a
concrete irrigation channel
Transcribed Image Text:A farm with area of 7 hectares to be irrigated by rectangular channel, if the design daily irrigation requirement (DDIR) is (10 mm/day), and the time that water is delivered is (HPD= 8 houres per day), and irrigation efficiency including conveyance effciency of canal or ditch equal to ( Ei = 69.4%) the water was delivered by retangular concrete channel of (n= 0.012) the main logitudinal slop of channel is (So= 0.0006) Determined: 1- channel capacity (Q) (m3/sec) 2- design the best hydraulic section for a concrete irrigation channel
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