5.27 The dam shown in Figure is located on the anisotropic soil. The coefficients of permeability in thex and z directions are 5 107 and 1.8*10 m/s, respectively. Determine the quantity of seepage under the dam. Di Ans.: Nr = 3.25, Na = 12, q = 1.1 10“ m/sec/m 15.00 m 1.00 m 3.00 m 8.00 m 33.00 m 8.00 m 1.5

Structural Analysis
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A DrahmedsoilMechanicsnoteschapter5.pdf
EMENT%20LURI/Downloads/DrahmedsoilMechanicsnoteschapter5.pdf
of 62 Q
3.50 m
5.27 The dam shown in Figure is located on the anisotropic soil. The
coefficients of permeability in the x and z directions are 5*107 and 1.8*10
m/s, respectively. Determine the quantity of seepage under the dam.
Ans.: Nr = 3.25, Na = 12, q = 1.1 10 m/sec/m
15.00 m
1.00 m
3.00 m
8.00 m
33.00 m
8.00 m
Soil Mechanics
(177)
Civil Eng. Dept, - College of Eng
Assistant Prof. Dr. Ahmed Al-Obaidi
12:05 AM
4/12/2021
144
8.
U.
H.
J.
MI
Transcribed Image Text:A DrahmedsoilMechanicsnoteschapter5.pdf EMENT%20LURI/Downloads/DrahmedsoilMechanicsnoteschapter5.pdf of 62 Q 3.50 m 5.27 The dam shown in Figure is located on the anisotropic soil. The coefficients of permeability in the x and z directions are 5*107 and 1.8*10 m/s, respectively. Determine the quantity of seepage under the dam. Ans.: Nr = 3.25, Na = 12, q = 1.1 10 m/sec/m 15.00 m 1.00 m 3.00 m 8.00 m 33.00 m 8.00 m Soil Mechanics (177) Civil Eng. Dept, - College of Eng Assistant Prof. Dr. Ahmed Al-Obaidi 12:05 AM 4/12/2021 144 8. U. H. J. MI
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