Example 3: A flow net for flow around a single row of sheet piles in a permeable soil layer is shown below Given that K, = K, = K = 5 x 10-3 cm/sec, determine 1. How high (above the ground surface) the water will rise if piezometers are placed at points a and b. 2. The total rate of seepage through the permeable layer per unit length. 3. The approximate average hydraulic gradient at c. Water level 5.6 m Water table 2.2 m Ground surface Flow channel I Flow channel 2 Flow channel 3 0.38 Scale 5 m Impervious layer

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Example 3: A flow net for flow around a single row of sheet piles in a permeable soil layer is shown below Given
that K, = K, =K = 5 x 10-3 cm/sec, determine
1. How high (above the ground surface) the water will rise if piezometers are placed at points a and b.
2. The total rate of seepage through the permeable layer per unit length.
3. The approximate average hydraulic gradient at
Water level
5.6 m
Water table
2.2 m
Ground surface
Flow channel I
Flow channel 2
Flow channel 3
b.
0.38
Scale
5 m
Impervious layer
Transcribed Image Text:Example 3: A flow net for flow around a single row of sheet piles in a permeable soil layer is shown below Given that K, = K, =K = 5 x 10-3 cm/sec, determine 1. How high (above the ground surface) the water will rise if piezometers are placed at points a and b. 2. The total rate of seepage through the permeable layer per unit length. 3. The approximate average hydraulic gradient at Water level 5.6 m Water table 2.2 m Ground surface Flow channel I Flow channel 2 Flow channel 3 b. 0.38 Scale 5 m Impervious layer
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