A sand layer of the cross-sectional area shown in the figure has been determined to exist for a 500 m. length of the levee. The hydraulic conductivity of the sand layer is 3 m/day. Determine the quantity of water which flows into the ditch in cu.m/min. * O (3 Points) w.s. El.=160 Levee Impervious layer' 10 m w.s. El.=150 2 m Sand Ditch Impervious layer 125 m O 240 cu.m/min O 0.166 cu.m/min O 288 cu.m/min

A sand layer of the cross-sectional area shown in the figure has been determined to exist for a 500 m. length of the levee. The hydraulic conductivity of the sand layer is 3 m/day. Determine the quantity of water which flows into the ditch in cu.m/min. * O (3 Points) w.s. El.=160 Levee Impervious layer' 10 m w.s. El.=150 2 m Sand Ditch Impervious layer 125 m O 240 cu.m/min O 0.166 cu.m/min O 288 cu.m/min

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter6: Hydraulic Conductivity

Section: Chapter Questions

Problem 6.14P

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