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20 15 Head (cm) 10 5 0 5.0 cm 5.0 cm 1 2.0 cm T 5.0 cm + 2.5 cm 1.5 cm 2 a Ah = 5 cm ↓ 1 soil Datum Ilk E centerline

20 15 Head (cm) 10 5 0 5.0 cm 5.0 cm 1 2.0 cm T 5.0 cm + 2.5 cm 1.5 cm 2 a Ah = 5 cm ↓ 1 soil Datum Ilk E centerline

Structural Analysis
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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If the coefficient of permeability for the soil is estimated to be k 1⁄4 0.05 cm/s, what is the average or discharge (Darcy) velocity of flow through the soil (the soil is located between points B and D) in cm/s? Use the format 2.222 x 10^(-4) 

20 15 Head (cm) 10 5 0 T 5.0 cm 5.0 cm 1 2.0 cm T 5.0 cm + 2.5 cm 1.5 cm 2 a Ah = 5 cm ↓ 1 soil Datum |||| E centerline
Transcribed Image Text:20 15 Head (cm) 10 5 0 T 5.0 cm 5.0 cm 1 2.0 cm T 5.0 cm + 2.5 cm 1.5 cm 2 a Ah = 5 cm ↓ 1 soil Datum |||| E centerline
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