Design a composite pipe drain of parallel grid system to be installed, ten laterals are joint a collector from each sides. A smooth concrete drain pipe of (150 m) length on one side and (200 m) on the other side will be installed at depth of (2 m) below soil surface with slope of o.1%, the ground water table was found at depth of (1.2 m) and the impermeable layer was found at depth of 7m below soil surface. The hydraulic conductivity is (0.8 m/d). The irrigation losses which recharge the ground water was (40 mm) from each irrigation. Irrigation was applied once in five days. The collector is also smooth concrete pipe with slope (10%). (Assume uniform flow for both lateral and collector use ß= 2.0)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Design a composite pipe drain of parallel grid system to be installed, ten
laterals are joint a collector from each sides. A smooth concrete drain pipe of (150 m)
length on one side and (200 m) on the other side will be installed at depth of (2 m)
below soil surface with slope of o.1%, the ground water table was found at depth of
(1.2 m) and the impermeable layer was found at depth of 7m below soil surface. The
hydraulic conductivity is (0.8 m/d). The irrigation losses which recharge the ground
water was (40 mm) from each irrigation. Irrigation was applied once in five days. The
collector is also smooth concrete pipe with slope (10%). (Assume uniform flow for
both lateral and collector use ß= 2.0)
Transcribed Image Text:Design a composite pipe drain of parallel grid system to be installed, ten laterals are joint a collector from each sides. A smooth concrete drain pipe of (150 m) length on one side and (200 m) on the other side will be installed at depth of (2 m) below soil surface with slope of o.1%, the ground water table was found at depth of (1.2 m) and the impermeable layer was found at depth of 7m below soil surface. The hydraulic conductivity is (0.8 m/d). The irrigation losses which recharge the ground water was (40 mm) from each irrigation. Irrigation was applied once in five days. The collector is also smooth concrete pipe with slope (10%). (Assume uniform flow for both lateral and collector use ß= 2.0)
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