I. Draw the phreatic surfaces and determine the flow rates with and without the drainage blanket for the dam shown in Fig 24. Below the dam is a deep deposit of medium clay that is practically impervious. This deposit is not shown in Figure P14.9. The upstream and downstream slopes are 1(V):2(H). The hydraulic conductivity of the clay is k= k =1.2 x 10-6 cm/s.

Structural Analysis
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Chapter2: Loads On Structures
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51. Draw the phreatic surfaces and determine the flow rates with and without the drainage blanket for the dam
shown in Fig 24. Below the dam is a deep deposit of medium clay that is practically impervious. This deposit is
not shown in Figure P14.9. The upstream and downstream slopes are 1(V):2(H). The hydraulic conductivity
of the clay is k= kx =1.2 x 10-6 cm/s.
-7 m
1 m
30 m
Clay
1 m
Gravel drainage blanket
30 m
Fig 24 - Prob 51
Transcribed Image Text:51. Draw the phreatic surfaces and determine the flow rates with and without the drainage blanket for the dam shown in Fig 24. Below the dam is a deep deposit of medium clay that is practically impervious. This deposit is not shown in Figure P14.9. The upstream and downstream slopes are 1(V):2(H). The hydraulic conductivity of the clay is k= kx =1.2 x 10-6 cm/s. -7 m 1 m 30 m Clay 1 m Gravel drainage blanket 30 m Fig 24 - Prob 51
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