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SITUATION 2-A confined aquifer underlies an unconfined aquifer as shown in the figure Given the following: D₁= 55 m, D₂- 42 m, H₁- 45 m, H₂= 30 m, K-45 m/day, K-20 m/day, L= 2.1 km. 4. Calculate the equivalent coefficient of permeability (in m/day) in horizontal direction. 5. Calculate the flow of water from one stream to another per meter width in m³/day. H₁ Ha 0₂

SITUATION 2-A confined aquifer underlies an unconfined aquifer as shown in the figure Given the following: D₁= 55 m, D₂- 42 m, H₁- 45 m, H₂= 30 m, K-45 m/day, K-20 m/day, L= 2.1 km. 4. Calculate the equivalent coefficient of permeability (in m/day) in horizontal direction. 5. Calculate the flow of water from one stream to another per meter width in m³/day. H₁ Ha 0₂

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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SITUATION 2-A confined aquifer underlies an unconfined aquifer as shown in the figure. Given the following: D₁= 55 m, D₂- 42 m, H 45 m, H₂= 30 m, KF 45 mvday, K₂= 20 m/day, L= 2.1 km. 4. Calculate the equivalent coefficient of permeability (in m/day) in horizontal direction. 5. Calculate the flow of water from one stream to another per meter width in m³/day. Di M₁ H₂ 0₂
Transcribed Image Text:SITUATION 2-A confined aquifer underlies an unconfined aquifer as shown in the figure. Given the following: D₁= 55 m, D₂- 42 m, H 45 m, H₂= 30 m, KF 45 mvday, K₂= 20 m/day, L= 2.1 km. 4. Calculate the equivalent coefficient of permeability (in m/day) in horizontal direction. 5. Calculate the flow of water from one stream to another per meter width in m³/day. Di M₁ H₂ 0₂
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