From the figure shown, H₁ = 0.60, H₂ = 0.90 m. and h = 0.45 m. The sand has a saturated unit weight of 18.65 KN/m³. Hydraulic conductivity of sand K= 0.12 cm/sec. If the cross sectional area of tank = 0.46 m², determine effective stress at point C in KPa. h=0.45m H₁-0.60 m H₂ 0.90 m Direction of flow ₂0 -1865: valve open
From the figure shown, H₁ = 0.60, H₂ = 0.90 m. and h = 0.45 m. The sand has a saturated unit weight of 18.65 KN/m³. Hydraulic conductivity of sand K= 0.12 cm/sec. If the cross sectional area of tank = 0.46 m², determine effective stress at point C in KPa. h=0.45m H₁-0.60 m H₂ 0.90 m Direction of flow ₂0 -1865: valve open
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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