1. Dimensions of the sand column used in Darcy's experiment: Diameter, D = 0.35 m, Length, L= 2.5 m. 2. The x-axis represents -Ah. 3. Cross-sectional area of the sand column, A = 2². π Discharge (liters per minute) 30 20 10 0 First series October 29-November 2, 1855 Fifth series February 17-18, 1856 5 10 Drop in head across sand (meters) 15 Figure 1.3 Darcy's data showing that discharge is proportional to head drop for two different sands. (From Hubbert, 1969. © 1956, Society of Petroleum Engineers of AIME, published JPT, Oct. 1956; Trans. AIME, 1956.)

1. Dimensions of the sand column used in Darcy's experiment: Diameter, D = 0.35 m, Length, L= 2.5 m. 2. The x-axis represents -Ah. 3. Cross-sectional area of the sand column, A = 2². π Discharge (liters per minute) 30 20 10 0 First series October 29-November 2, 1855 Fifth series February 17-18, 1856 5 10 Drop in head across sand (meters) 15 Figure 1.3 Darcy's data showing that discharge is proportional to head drop for two different sands. (From Hubbert, 1969. © 1956, Society of Petroleum Engineers of AIME, published JPT, Oct. 1956; Trans. AIME, 1956.)

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 6.12P

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