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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
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 effective stress at point C in KPa.
h=0.45m
H₁=0.60 m
H 0.90 m
Direction
of flow
H₂O
-1865-
valve
open
0%
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 effective stress at point C in KPa. h=0.45m H₁=0.60 m H 0.90 m Direction of flow H₂O -1865- valve open 0%
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