3- For the hydraulic structure shown below, draw a flow net for flow through the permeable layer and calculate the seepage loss in ft/day/ft. Using the flow net drawn, calculate the hydraulic uplift force at the base of the hydraulic structure per foot length (measured along the axis of the structure). 25 ft 10 ft 3.34 ft 1.67 ft 20 ft k = 0.002 ft /sec 1.67 ft 1.67 ft Permeable layer Impermeable layer

3- For the hydraulic structure shown below, draw a flow net for flow through the permeable layer and calculate the seepage loss in ft/day/ft. Using the flow net drawn, calculate the hydraulic uplift force at the base of the hydraulic structure per foot length (measured along the axis of the structure). 25 ft 10 ft 3.34 ft 1.67 ft 20 ft k = 0.002 ft /sec 1.67 ft 1.67 ft Permeable layer Impermeable layer

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter8: Stresses In A Soil Mass

Section: Chapter Questions

Problem 8.14P

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