A permeable soil layer is underlain by an impervious layer as shown. For permeable layer K=4.8x10-3 cm/sec. If H = 3 m and α = 5˚ (See picture below) Determine the hydraulic gradient Determine the cross-sectional area of the permeable soil layer. Determine the rate of seepage in cm3/hr/meter.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A permeable soil layer is underlain by an impervious layer as shown. For permeable layer K=4.8x10-3 cm/sec. If H = 3 m and α = 5˚

(See picture below)

  1. Determine the hydraulic gradient
  2. Determine the cross-sectional area of the permeable soil layer.
  3. Determine the rate of seepage in cm3/hr/meter.
%3D
a = 5'.
ground surface
Direction
ground water table
of seepage.
H-3m
impervious layer
a)
Determine the hydraulic gredient
Determine the cross sectional area of the
Transcribed Image Text:%3D a = 5'. ground surface Direction ground water table of seepage. H-3m impervious layer a) Determine the hydraulic gredient Determine the cross sectional area of the
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