El. 30 m sheet piles 5.0 m El. 27 m A El. 22 m 6: 5 El. 20 m Impervious layer 2.

Structural Analysis
6th Edition
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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The sheet pile is driven in the Cebu South reclamation area and the area to one side is pumped down as shown in the flow net. The permeability of the sand is 0.001 m/s. below the elevation of 20 m us an impermeable rock layer.

Determine the flow per unit length.
How high (above the ground surface) the water will rise if a piezometer will be placed at A?

El. 30 m
sheet piles
5.0 m
El. 27 m
El. 22 m
6 5
El. 20 m
Impervious layer
Transcribed Image Text:El. 30 m sheet piles 5.0 m El. 27 m El. 22 m 6 5 El. 20 m Impervious layer
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