The hydraulic conductivity (K) of a homogeneous sandy clay mix aquifer is 2x10-3 cm/sec. The hydraulic gradient (groundwater surface slope) of the phreatic (water table) aquifer is 0.01 and the aquifer's effective porosity is 0.35. Calculate the average (advective) velocity of a conservative contaminant discharged to this groundwater unit.Enter your answer rounded to the nearest tenth in meters/year. Example: 5.2 , 65.7, 224.3 would all be proper forms of your answer.

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Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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The hydraulic conductivity (K) of a homogeneous sandy clay mix aquifer is 2x10^-3cm/sec. The hydraulic gradient (groundwater surface slope) of the phreatic (water table) aquifer is 0.01 and the aquifer's effective porosity is 0.35.

Calculate the average (advective) velocity of a conservative contaminant discharged to this groundwater unit.
Enter your answer rounded to the nearest tenth in meters/year. Example: 5.2 , 65.7, 224.3 would all be proper forms of your answer.

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