Figure Q1(d) shows a layer of soil in a tank with upward seepage. Given the H1 = 1.5 m, H2 =2.5 m, h = 1.5 m, ysat = 18.6 kN/m³. If the hydraulic conductivity of soil, k = 0.13 cm/s; i) Compute the upward seepage force per unit volume of soil. ii) Determine the rate of upward seepage of water if the area of tank is 0.52 m² in m³ /min.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Figure Q1(d) shows a layer of soil in a tank with upward seepage. Given
the H1 = 1.5 m, H2 =2.5 m, h = 1.5 m, ysat = 18.6 kN/m³. If the hydraulic
conductivity of soil, k = 0.13 cm/s;
(i)
Compute the upward seepage force per unit volume of soil.
(ii)
Determine the rate of upward seepage of water if the area of tank is
0.52 m? in m³ /min.
Transcribed Image Text:Figure Q1(d) shows a layer of soil in a tank with upward seepage. Given the H1 = 1.5 m, H2 =2.5 m, h = 1.5 m, ysat = 18.6 kN/m³. If the hydraulic conductivity of soil, k = 0.13 cm/s; (i) Compute the upward seepage force per unit volume of soil. (ii) Determine the rate of upward seepage of water if the area of tank is 0.52 m? in m³ /min.
H2
Valve (open)
Inflow
Figure Q1(d): Layer of soil in tank with upward seepage
Transcribed Image Text:H2 Valve (open) Inflow Figure Q1(d): Layer of soil in tank with upward seepage
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