A soil sample 10 cm in diameter is placed in a tube Im long. A constant supply of water is allowed to flow into one end of the soil at A and the outflow at B is collected by beaker. The average amount of water collected is 1 cm for every 10 seconds. Determine: a. Hydraulic gradient b. Flow rate c. Average velocity d. Seepage velocity, if e 0.6 e. Hydraulic conductivity 1 m 1 m 0.8 m Datum Table

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A soil sample 10 cm in diameter is placed in a tube Im long. A constant supply of water is allowed to
flow into one end of the soil at A and the outflow at B is collected by beaker. The average amount of
water collected is 1 cm for every 10 seconds. Determine:
a. Hydraulic gradient
b. Flow rate
c. Average velocity
d. Seepage velocity, if e 0.6
e. Hydraulic conductivity
1 m
1 m
0.8 m
Datum
Table
Transcribed Image Text:A soil sample 10 cm in diameter is placed in a tube Im long. A constant supply of water is allowed to flow into one end of the soil at A and the outflow at B is collected by beaker. The average amount of water collected is 1 cm for every 10 seconds. Determine: a. Hydraulic gradient b. Flow rate c. Average velocity d. Seepage velocity, if e 0.6 e. Hydraulic conductivity 1 m 1 m 0.8 m Datum Table
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