A flownet is given below for flow under a concrete dam. The dam is 60 m long and has two 10 m sheet piles driven partially into the granular soil layer. The datum is at the surface of impervious bedrock, shown in the figure. The water level is H=20 m above soil layer in the upper stream and at the soil layer surface in downstream. The coefficient of permeability of soil is k= 0.6 m/day. Calculate the quantity of seepage under the dam during a period of 10 days. Unit: m3
A flownet is given below for flow under a concrete dam. The dam is 60 m long and has two 10 m sheet piles driven partially into the granular soil layer. The datum is at the surface of impervious bedrock, shown in the figure. The water level is H=20 m above soil layer in the upper stream and at the soil layer surface in downstream. The coefficient of permeability of soil is k= 0.6 m/day. Calculate the quantity of seepage under the dam during a period of 10 days. Unit: m3
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter7: Permeability
Section: Chapter Questions
Problem 7.4P
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