A confined aquifer underlies an unconfined aquifer as shown in the illustration below. Given the following: D1 is 85m, D2 is 38m, h1 is 45m, h2 is 33m, k1 is 35m/day, k2 is 27m/day, and Lis 2km. Calculate the discharge per meter from one stream to another stream in meters volume per day. h1 k1 D1 D2 h2 k2 25°C Mas

A confined aquifer underlies an unconfined aquifer as shown in the illustration below. Given the following: D1 is 85m, D2 is 38m, h1 is 45m, h2 is 33m, k1 is 35m/day, k2 is 27m/day, and Lis 2km. Calculate the discharge per meter from one stream to another stream in meters volume per day. h1 k1 D1 D2 h2 k2 25°C Mas

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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A confined aquifer underlies an unconfined aquifer as shown in the illustration below. Given the following: h1 is 45m, h2 is 33m, D1 is 85m, D2 is 38m, k1 is 27m/day, k2 is 35m/day, and Lis 2km. Calculate the discharge per two meter from one stream to another stream in meters volume per day. h1 ki D1 D2 h2 k2
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