seepage is occurring through the sandy layer underneath the concrete dam.Given: upstream water level = 15.8 m; downstream water level = 2.1 m; thickness of the sandy layer = 1.1 m; coefficient of permeability of the sandy layer = 0.0081 cm/s and L = 48 m. Determine: 1.The seepage flowrate per unit length of the wall in m3/hr/m. 2.Quantity of seepage per day if the dam is 400 m long.

seepage is occurring through the sandy layer underneath the concrete dam.Given: upstream water level = 15.8 m; downstream water level = 2.1 m; thickness of the sandy layer = 1.1 m; coefficient of permeability of the sandy layer = 0.0081 cm/s and L = 48 m. Determine: 1.The seepage flowrate per unit length of the wall in m3/hr/m. 2.Quantity of seepage per day if the dam is 400 m long.

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 7.3P

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