Problem H: For Problem 28 to 29. In a constant head permeability test the following are given L= 250 mm and A=105cm?. If the value of k = 0.014 cm/secand flow rate of 120 cm³/min which isto be maintained.%3D28) What is the head difference, hin the specimen?a) 44 cmb) 24 cmc) 33.75 cmd) 34.0 cm29) Determine the dischargevelocity in cm/sec?a) 0.017b) 0.009c) 1.019d) 0.019

Determine head h and discharge velocity V?

Problem H: For Problem 28 to 29. In a constant head permeability test the following are given L= 250 mm and A=105 cm?. If the value of k = 0.014 cm/secand flow rate of 120 cm3/min which is to be maintained. 28) What is the head difference, hin the specimen? b) 24 cm 29) Determine the discharge velocity in cm/sec? b) 0.009 a) 44 cm c) 33.75 cm d) 34.0 cm a) 0.017 c) 1.019 d) 0.019

Problem H: For Problem 28 to 29. In a constant head permeability test the following are given L= 250 mm and A=105 cm?. If the value of k = 0.014 cm/secand flow rate of 120 cm3/min which is to be maintained. 28) What is the head difference, hin the specimen? b) 24 cm 29) Determine the discharge velocity in cm/sec? b) 0.009 a) 44 cm c) 33.75 cm d) 34.0 cm a) 0.017 c) 1.019 d) 0.019

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 7.22P: Refer to Figure 7.24. The following data were collected during the field permeability measurement of...

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