A sand sample of 35 sq. cm cross sectional area and 20 cm long was tested in a constant head permeameter. Under a head of 60 cm, the discharge was 120 ml in 6 min. The dry weight of sand used for the test was 1120 g, and Gs = 2.68 1. Determine the hydraulic conductivity in cm/sec. 2. Determine the discharge velocity in cm/sec 3. Determine the seepage velocity in cm/sec
A sand sample of 35 sq. cm cross sectional area and 20 cm long was tested in a constant head permeameter. Under a head of 60 cm, the discharge was 120 ml in 6 min. The dry weight of sand used for the test was 1120 g, and Gs = 2.68 1. Determine the hydraulic conductivity in cm/sec. 2. Determine the discharge velocity in cm/sec 3. Determine the seepage velocity in cm/sec
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A sand sample of 35 sq. cm cross sectional area
and 20 cm long was tested in a constant head
permeameter. Under a head of 60 cm, the
discharge was 120 ml in 6 min. The dry weight
of sand used for the test was 1120 g, and Gs =
2.68
1. Determine the hydraulic conductivity in
cm/sec.
2. Determine the discharge velocity in cm/sec
3. Determine the seepage velocity in cm/sec](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fca644ceb-0f36-488e-bd6d-a4261310def6%2Ffb7e75c2-b128-4333-b462-231bb075fa2e%2F72fpnpp_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A sand sample of 35 sq. cm cross sectional area
and 20 cm long was tested in a constant head
permeameter. Under a head of 60 cm, the
discharge was 120 ml in 6 min. The dry weight
of sand used for the test was 1120 g, and Gs =
2.68
1. Determine the hydraulic conductivity in
cm/sec.
2. Determine the discharge velocity in cm/sec
3. Determine the seepage velocity in cm/sec
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