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CIVL 409 Deliverables Modules 1-3 and due Date Dr. Ghanat, PE 27.3 pts) For the flow net shown below, (a) compute the flow rate through soil; (bjcompute the pore water pressure at Point A, which is at elevation 122.0 m. Silty sand has a hydraulic conductivity of 8 x 101 cm/s. 20.0 m- el. 134.2 m l 1243 m el. 124.3 el. 116.0 Sałty el. 96.8 m Concrete dam and elevation (el.) points 20.0 cl 126 1 el. 1243 el. 1243 Silry sand el. 116 0 Siif clay (assuse iempervious el 04.8 a Flow net beneath the concrete dam
engineering   Civil-Engineering   
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Answer #1

250 tl 20-3o 26 l) 2- He 134.2- 126:l a Florw uve Late 2p= 124 5-122.1 -2.3m 01,81 X 7,822-

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