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

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

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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