A 180 mm diameter well witch penetrating in soil at depth 7 m to extrude the ground water from a land have an area as shawn in figure. the total decline in head of well is 5 m, the hydraulic conductivity is 10 m/day, the storag coefficent of medium sand soil is 20, use two pumps of flow rate 100 cubic meter per day to pullout the ground water from the land. How long should the pumps stay active to draw the ground water from the land A 180 mm diameter well witch penetrating in soil atdepth 7 m to extrude the ground water from a landhave an area as shawn in figure. the total decline inhead of well is 5 m, the hydraulic conductivity is 10m/day, the storag coefficent of medium sand soil is20, use two pumps of flow rate 100 cubic meterper day to pullout the ground water from the land.How long should the pumps stay active to draw theground water from the land?11025 m20m30 m-30 m

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Answered: A 180 mm diameter well witch…

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 180 mm diameter well witch penetrating in soil at depth 7 m to extrude the ground water from a land have an area as shawn in figure. the total decline in head of well is 5 m, the hydraulic conductivity is 10 m/day, the storag coefficent of medium sand soil is 20, use two pumps of flow rate 100 cubic meter per day to pullout the ground water from the land. How long should the pumps stay active to draw the ground water from the land

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