A falling head permeability test was run on a soil sample 9.60cm in diameter and 10cm long. The head at the start of the test was 90cm. The coefficient of permeability of the soil was found to be 5x10^-6 cm/s. The diamter of the stand pipe was 1 cm, What is the rate of flow after 30mins? *

A falling head permeability test was run on a soil sample 9.60cm in diameter and 10cm long. The head at the start of the test was 90cm. The coefficient of permeability of the soil was found to be 5x10^-6 cm/s. The diamter of the stand pipe was 1 cm, What is the rate of flow after 30mins? *

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter7: Permeability

Section: Chapter Questions

Problem 7.23P

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A falling head permeability test was run on a soil sample 9.60cm in diameter and
10cm long. The head at the start of the test was 90cm. The coefficient of
permeability of the soil was found to be 5x10^-6 cm/s. The diamter of the stand
pipe was 1 cm, What is the rate of flow after 30mins? *
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