Q2) For the concrete dam in Fig. 2, calculate the 1) seepage quantity in cm³/sec, and 2) the pore water pressure (u) in the points 1 to 7 at the bottom of the dam. (yw = 10 kN/m³).

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Chapter2: Loads On Structures
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Q2) For the concrete dam in Fig. 2, calculate the 1) seepage quantity in cm³/sec, and 2)
pore water pressure (u) in the points 1 to 7 at the bottom of the dam. (yw = 10 kN/m³).
the
Nd.
1.5 m
10 m
3
1 .}
4
(k = 10-³ cm/sec)
}
1 1
1
24 m
"
R
I
1
1
Figure 2.
Transcribed Image Text:Q2) For the concrete dam in Fig. 2, calculate the 1) seepage quantity in cm³/sec, and 2) pore water pressure (u) in the points 1 to 7 at the bottom of the dam. (yw = 10 kN/m³). the Nd. 1.5 m 10 m 3 1 .} 4 (k = 10-³ cm/sec) } 1 1 1 24 m " R I 1 1 Figure 2.
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