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)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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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