Ex.7: length of furrow 200m, discharge of furrow 1.5 Lps, water advance function X = 5 t8 , infiltration equation I = 115. 2t , I in Lit/hr/m ,t in min , furrow spacing, S= 80 cm ;calculate: a) Application time in which average infiltration depth 100mm. b) Application efficiency if the needed irrigation depth 100mm. c) Volume of deep percolation ,average depth of infiltration ,its percentage from gross depth. d) Volume of runoff ,average depth of runoff , its percentage from gross depth.

Ex.7: length of furrow 200m, discharge of furrow 1.5 Lps, water advance function X = 5 t8 , infiltration equation I = 115. 2t , I in Lit/hr/m ,t in min , furrow spacing, S= 80 cm ;calculate: a) Application time in which average infiltration depth 100mm. b) Application efficiency if the needed irrigation depth 100mm. c) Volume of deep percolation ,average depth of infiltration ,its percentage from gross depth. d) Volume of runoff ,average depth of runoff , its percentage from gross depth.

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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