Problem (2) a) Find the quantity of discharge q per meter width for the sheet pile given in the figures below, knowing that the soil has permeability of: k,= k=22*10*cm/s b) Find pressure heads at 12 points as shown in figure. Provide the solution in a tabulated form for values of dissipated head and total head. c) Find the hydraulic gradient at exit (between point 11 and 12)

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter7: Seepage
Section: Chapter Questions
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Problem (2)
a) Find the quantity of discharge q per meter width for the sheet pile given in the figures
below, knowing that the soil has permeability of: k,= k,=22*10“cm/s
b) Find pressure heads at 12 points as shown in figure. Provide the solution in a tabulated form
for values of dissipated head and total head.
c) Find the hydraulic gradient at exit (between point 11 and 12)
Elevation (m)
100.0
Sheet piling
7 m
12
93.0
11
91.4
4
10
7 m
89.4
59
87.4
86.3
86.0
7
6 m
80.0
Imnervinus
Transcribed Image Text:Problem (2) a) Find the quantity of discharge q per meter width for the sheet pile given in the figures below, knowing that the soil has permeability of: k,= k,=22*10“cm/s b) Find pressure heads at 12 points as shown in figure. Provide the solution in a tabulated form for values of dissipated head and total head. c) Find the hydraulic gradient at exit (between point 11 and 12) Elevation (m) 100.0 Sheet piling 7 m 12 93.0 11 91.4 4 10 7 m 89.4 59 87.4 86.3 86.0 7 6 m 80.0 Imnervinus
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