ps. not graded, don't mind the circle Theodos691 1141Situation 3:A 300 mm diameter test well penetrates 27 m below the static water table. After 24 hours ofpumping at 69 liters/sec, the water level in an observation well at a distance of 95 m fromthe test well is lowered 0.5 m and the drawdown of the other observation well at a distanceof 35 m from the test well is 1,1 m.web\En ainollups odi to yillidleziMED Svsblm 201vsby m 201breat on PS 1911A, sidst netw bil612 ontwoled m VS 2016 flow 12Compute the coefficient of permeability of the aquifer in m/day.76.20 m/day adio add to ma27.06 m/dayb. 27.60 m/day81210 6 tra.a60.27 m/day8. Compute the transmissibility of the aquifer in m²/day.1579 m²/day1759 m²/day1975 m²/day1795 m²/day

Answered: Image /qna-images/answer/89a6c37b-d4ad-48a9-adba-3f6e795ee515.jpg

64 £1,141 ATAPORTT est well penetrates 27 m below the static water table. After 24 hours of sec, the water level in an observation well at a distance of 95 m from d 0.5 m and the drawdown of the other observation well at a distance well is 1.1 m. web\Ens atmollups odilo yllidieruneRED S vG15weT2x 145 metr Ysby m 201 vsbym 201

64 £1,141 ATAPORTT est well penetrates 27 m below the static water table. After 24 hours of sec, the water level in an observation well at a distance of 95 m from d 0.5 m and the drawdown of the other observation well at a distance well is 1.1 m. web\Ens atmollups odilo yllidieruneRED S vG15weT2x 145 metr Ysby m 201 vsbym 201

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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