Please solve it A field pumping test was conducted from an aquifer of sandy soil of 4 m thickness confinedbetween two impervious strata. When equilibrium was established, 90 liters of water was pumpedObservation wellsAp-ImeTest well1, = 6 mImpermeable stratum, = 3 mhz = 2.7 mh, = 2.1 mConfined aquiferHo = 4 mImpermeableout per hour. The water elevation in an observation well 3.0 m away from the test well was 2.1 mand another 6.0 m away was 2.7 m from the roof level of the impervious stratum of the aquifer. Findthe value of k of the soil in m/sec. (

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A field pumping test was conducted from an aquifer of sandy soil of 4 m thickness confined between two impervious strata. When equilibrium was established, 90 liters of water was pumped Observation wells dme Test well 1= 6 m - Impermeable stratum , = 3 m h =2.7 m h, = 2.1 m Confined aquifer H, = 4 m Impermeable out per hour. The water elevation in an observation well 3.0 m away from the test well was 2.1 m and another 6.0 m away was 2.7 m from the roof level of the impervious stratum of the aquifer. Find the value of k of the soil in m/sec.

A field pumping test was conducted from an aquifer of sandy soil of 4 m thickness confined between two impervious strata. When equilibrium was established, 90 liters of water was pumped Observation wells dme Test well 1= 6 m - Impermeable stratum , = 3 m h =2.7 m h, = 2.1 m Confined aquifer H, = 4 m Impermeable out per hour. The water elevation in an observation well 3.0 m away from the test well was 2.1 m and another 6.0 m away was 2.7 m from the roof level of the impervious stratum of the aquifer. Find the value of k of the soil in m/sec.

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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