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 the rate of upward seepage of water in liters /sec.

Structural Analysis
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Chapter2: Loads On Structures
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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 the rate
of upward seepage of water in liters /sec.
h=0.45m
T
H₂=0.60 m
H₂-0.90 m
Direction
of flow
H₂O
Sand
ILGS
G
valve
open
Transcribed Image Text: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 the rate of upward seepage of water in liters /sec. h=0.45m T H₂=0.60 m H₂-0.90 m Direction of flow H₂O Sand ILGS G valve open
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