Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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6.5
Refer to Figure 6.4. For a constant head permeability test in a sand, the
following values are given:
•
L = 350 mm
•
A= 125 cm²
•
h = 420 mm
•
•
Water collected in 3 min = 580 cm³
Void ratio of sand = 0.61
Determine:
a. Hydraulic conductivity, k (cm/s)
b. Seepage velocity
dified con
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Transcribed Image Text:6.5 Refer to Figure 6.4. For a constant head permeability test in a sand, the following values are given: • L = 350 mm • A= 125 cm² • h = 420 mm • • Water collected in 3 min = 580 cm³ Void ratio of sand = 0.61 Determine: a. Hydraulic conductivity, k (cm/s) b. Seepage velocity dified con
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