Example: A confined Aquifer is pumped by a well at a constant rat.If the Aquifer properties are: D = 10 m, K = 3 m/day, R = 1000 m,Iw = 0.5 m, Hw = 20 m, & Hg = 50 m. Calculate the discharge andhydrostatic pressure at distances in the table below:3/6R (m)H; (m)0.510100 200 400 600 800 1000

confined aquifer- there are the type of aquifer which are formed due to the pressure of the pervious…

Example: A confined Aquifer is pumped by a well at a constant rat. If the Aquifer properties are: D = 10 m, K = 3 m/day, R 1000 m, 0.5 m, Hw = 20 m, & HR = 50 m. Calculate the discharge and hydrostatic pressure at distances in the table below: fw = %3D %3D R (m) H; (m) 0.5 5 10 100 200 400 600 800 1000

Example: A confined Aquifer is pumped by a well at a constant rat. If the Aquifer properties are: D = 10 m, K = 3 m/day, R 1000 m, 0.5 m, Hw = 20 m, & HR = 50 m. Calculate the discharge and hydrostatic pressure at distances in the table below: fw = %3D %3D R (m) H; (m) 0.5 5 10 100 200 400 600 800 1000

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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