a) For the concrete dam shown in Figure 2 calculate the flow rate in m³/day if the length of dam is 100 m and the distribution of uplift pressure on the base of the dam. The base is Im below the original ground surface and a sheet pile 7m long is driven into the soil at the upstream side. (k = 4 x 10-5 m/s). 10.0 m, 20.0 m 7.0 m x(m) 25.0 m 1 2 3 4 T T T 1 I (11~1 Figure 2. 9.0 m

Structural Analysis
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Chapter2: Loads On Structures
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a) For the concrete dam shown in Figure 2 calculate the flow rate in m³/day if the length of dam is 100 m
and the distribution of uplift pressure on the base of the dam. The base is Im below the original ground
surface and a sheet pile 7m long is driven into the soil at the upstream side. (k = 4 x 10-5 m/s).
10.0 m
20.0 m
7.0 m
^
x (m)
25.0 m
1 2 3
T T T
I
31~1
31
Figure 2.
1
2181
1
9.0 m
Transcribed Image Text:a) For the concrete dam shown in Figure 2 calculate the flow rate in m³/day if the length of dam is 100 m and the distribution of uplift pressure on the base of the dam. The base is Im below the original ground surface and a sheet pile 7m long is driven into the soil at the upstream side. (k = 4 x 10-5 m/s). 10.0 m 20.0 m 7.0 m ^ x (m) 25.0 m 1 2 3 T T T I 31~1 31 Figure 2. 1 2181 1 9.0 m
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