Thank u Q.13.2A 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 wellsApTest wellme.7= 6mImpermeable stratum= 3 mh = 2.7 mh, = 2.1 mH, = 4 mConfined aquiferImpermeableout 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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Q.13.2 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 Test well me , = 6 m Impermeable stratum = 3 m hz = 2.7 m h, = 2.1 m Confined aquifer Ho = 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. (

Q.13.2 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 Test well me , = 6 m Impermeable stratum = 3 m hz = 2.7 m h, = 2.1 m Confined aquifer Ho = 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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