Water flows through a sand filter as shown on the figure. The soil has a cross sectional area of 0.38 m². d1-d2=d3=0.58 m. Head difference is 0.94 m. Inflow Outflow 7 Soil A Soil B Soil C d1 -d2- d3- Coefficient of Permeability for Each Soil: Soil A Kax 2.43 x 10-2 cm/s Soil A Kaz 1.55 x 10-3 cm/s Soil B Kbx 1.55 x 10-2 cm/s Soil B Kbz 2.76 x 10-3 cm/s Soil ClKcx|3.26 x 102 cm/s Soil C Kcz 3.33 x 103 cm/s Compute the flow of water through the soils in liters/sec. Use 4 decimal places.
Water flows through a sand filter as shown on the figure. The soil has a cross sectional area of 0.38 m². d1-d2=d3=0.58 m. Head difference is 0.94 m. Inflow Outflow 7 Soil A Soil B Soil C d1 -d2- d3- Coefficient of Permeability for Each Soil: Soil A Kax 2.43 x 10-2 cm/s Soil A Kaz 1.55 x 10-3 cm/s Soil B Kbx 1.55 x 10-2 cm/s Soil B Kbz 2.76 x 10-3 cm/s Soil ClKcx|3.26 x 102 cm/s Soil C Kcz 3.33 x 103 cm/s Compute the flow of water through the soils in liters/sec. Use 4 decimal places.
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 7.14P
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