.No..... A sketch of a transformed flow net in x-direction under a dam is shown in Figure, the soil has k, = A sketch of a transformed flow net in x-direction under a dam is shown in Figure, the soil has k* 4x10 ft/sec and k, = 1x10 ft/sec. use yw 62.4 Ib/fr (a) Determine the flow rate under the dam, (b) Determine the porewater pressures at A and B, (c) Determine the natural length of the dam base %3D %3D 12 ft Concrete dam Water 4 ft 1.5 ft water 5 ft Impervious clay

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q4
A sketch of a transformed flow net in x-direction under a dam is shown in Figure, the soil nas kx
4x10 ft/sec and k, 1x10 ft/sec. use yw= 62.4 Ib/ft
(a) Determine the flow rate under the dam,
(b) Determine the porewater pressures at A and B,
(c) Determine the natural length of the dam base
12 ft
Concrete dam
Water
4 ft
1.5 ft water
5 ft
Impervious clay
Transcribed Image Text:No. Q4 A sketch of a transformed flow net in x-direction under a dam is shown in Figure, the soil nas kx 4x10 ft/sec and k, 1x10 ft/sec. use yw= 62.4 Ib/ft (a) Determine the flow rate under the dam, (b) Determine the porewater pressures at A and B, (c) Determine the natural length of the dam base 12 ft Concrete dam Water 4 ft 1.5 ft water 5 ft Impervious clay
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