A 300-mm diameter test well penetrates 27 m below theWater is pumped atfor 24 hrs. Theobservation wells 35 m and 95 m from the test well wereofstaticliters per69twowatertable.aratesecondwaterlevelsatlowered by 1.10 m and 0.50 m, respectively.a. Compute theflowratein MLD(megaliters per day).b. Computeaquifer.c. Compute the transmissivity ofthecoefficientofpermeabilityofthethe aquifer.Usetheq InT =2π (h2-h1)formula

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A 300-mm diameter static test well penetrates 27 is pumped at liters per second for 24 hrs. The water m below the rate of levels at two water table. Water a 69 observation wells 35 m and 95 m from the test well were lowered by 1.10 m and 0.50 m, respectively. a. Compute the flow rate in MLD (megaliters per day). permeability b. Compute aquifer. the coefficient of of the c. Compute the transmissivity of q In the aquifer. Use the formula T = 2п (hz-h1)

A 300-mm diameter static test well penetrates 27 is pumped at liters per second for 24 hrs. The water m below the rate of levels at two water table. Water a 69 observation wells 35 m and 95 m from the test well were lowered by 1.10 m and 0.50 m, respectively. a. Compute the flow rate in MLD (megaliters per day). permeability b. Compute aquifer. the coefficient of of the c. Compute the transmissivity of q In the aquifer. Use the formula T = 2п (hz-h1)

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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