Situation 2: The hydraulic conductivity of a soil sample was determined in a soil mechanics laboratory by making use of a falling head permeameter. The data used and the test results obtained were as follows: 4. 5. 6. Diameter of sample = 2.36 in Height of sample = 5.91 in Diameter of stand pipe = 0.79 in Initial head 17.72 in. = Final head = 11.81 in. Time elapsed - 1 min 45 sec. = b. boton Determine the hydraulic conductivity in ft/day. 14.8 ft/day 18.4 ft/day asthaging guiwaltol sus za vel aliz sareb b. a 01-010 audumsth ovipetiz Fono 05.0=0 thstendo allige C. d. 0.56 ft³/day 2.21 ft³/day sni in 8 al Levai nodew bacond vous liozada ten 90815 Determine the hydraulic gradient at t = 1 min 45 sec. (a. 1 c. 3 2 d. 4 2.56 ft/day 6.52 ft/day l'orbme giallers all forgiat Determine the rate of flow of water in the soil in ft³/day. C. 1.34 ft³/day -mottod.qui 1.12 ft³/day
Situation 2: The hydraulic conductivity of a soil sample was determined in a soil mechanics laboratory by making use of a falling head permeameter. The data used and the test results obtained were as follows: 4. 5. 6. Diameter of sample = 2.36 in Height of sample = 5.91 in Diameter of stand pipe = 0.79 in Initial head 17.72 in. = Final head = 11.81 in. Time elapsed - 1 min 45 sec. = b. boton Determine the hydraulic conductivity in ft/day. 14.8 ft/day 18.4 ft/day asthaging guiwaltol sus za vel aliz sareb b. a 01-010 audumsth ovipetiz Fono 05.0=0 thstendo allige C. d. 0.56 ft³/day 2.21 ft³/day sni in 8 al Levai nodew bacond vous liozada ten 90815 Determine the hydraulic gradient at t = 1 min 45 sec. (a. 1 c. 3 2 d. 4 2.56 ft/day 6.52 ft/day l'orbme giallers all forgiat Determine the rate of flow of water in the soil in ft³/day. C. 1.34 ft³/day -mottod.qui 1.12 ft³/day
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 7.17P
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