El. 30 m sheet piles 5.0 m El. 27 m A El. 22 m 6: 5 El. 20 m Impervious layer 2.
El. 30 m sheet piles 5.0 m El. 27 m A El. 22 m 6: 5 El. 20 m Impervious layer 2.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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?
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