The figure shows a weir, the base of which is 6 m. below the ground. The necessary flow net has also been drawn assuming Kg = Ky = K. K= 0.005 m/sec. %3D %3D

Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter9: In Situ Stresses
Section: Chapter Questions
Problem 9.10P
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Please give me the correct answer and solution of this problem in geotechnical engineering
The figure shows a weir, the base of which is
6 m. below the ground. The necessary
flow net has also been drawn assuming
K = Ky = K. K = 0.005 m/sec.
W.S.
weir
H=21m
W.S.
142mf
a) Compute the rate of seepage through the
foundation in liters/sec.
b) Compute the uplift pressure at "f".
c)
C) Compute the uplift force per unit length
measured along the axis of the weir.
Transcribed Image Text:The figure shows a weir, the base of which is 6 m. below the ground. The necessary flow net has also been drawn assuming K = Ky = K. K = 0.005 m/sec. W.S. weir H=21m W.S. 142mf a) Compute the rate of seepage through the foundation in liters/sec. b) Compute the uplift pressure at "f". c) C) Compute the uplift force per unit length measured along the axis of the weir.
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