1.0 m E23 10 cocer 1.5 m k5.2x 10 cmisec Canal 3.0 m k2.0x 10 cm/sec 2.0 m 1.2 m A=0.3 x 10 cm/sec 3.0 m k = 0.8 x 10 cm/sec

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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A canal is cut into a soil with a stratigraphy shown in the figure. Assuming flow takes place laterally and vertically through the sides of the canal and vertically below the canal, determine the equivalent permeability in horizontal direction.  Determine the equivalent permeability in the vertical directions. Calculate the ratio of the equivalent horizontal permeability to the equivalent vertical permeability for flow through the sides of the canal.

1.0 m
k=23x 10 covcer
1.5 m
A=52x 10 cm/sec
Canal
3.0 m
2.0 m
k2.0x 10 cm/sec
1.2 m
A = 0.3 x 10* cm/sec
3.0 m
k 0.8 x 10 cm/sec
Transcribed Image Text:1.0 m k=23x 10 covcer 1.5 m A=52x 10 cm/sec Canal 3.0 m 2.0 m k2.0x 10 cm/sec 1.2 m A = 0.3 x 10* cm/sec 3.0 m k 0.8 x 10 cm/sec
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