A falling head permeability test was run on a soil sample 9.60 cm in diameter and 10 cm long. The head at the start of the test was 90 cm . the coefficient of permeability of the soil was found to be 5x10-6 cm/s. the diameter of the standpipe was 1 cm. a. Determine the rate of flow at the start of the test b. What will be rate of flow after 30 minutes?

A falling head permeability test was run on a soil sample 9.60 cm in diameter and 10 cm long. The head at the start of the test was 90 cm . the coefficient of permeability of the soil was found to be 5x10-6 cm/s. the diameter of the standpipe was 1 cm. a. Determine the rate of flow at the start of the test b. What will be rate of flow after 30 minutes?

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter6: Hydraulic Conductivity

Section: Chapter Questions

Problem 6.7P

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