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Q.14.12 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 Ape Test well Imet 7, = 6 m Impermeable stratum , = 3 m h, = 2.7 m h, = 2.1 m Ho = 4 m Confined aquifer Impermeable ManCer. DEKKER, INC. 270 Mudison Avenue. New York. New York 10016 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. ( Copyright O Marcel Dekker, Inc. All rights reserved.

Q.14.12 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 Ape Test well Imet 7, = 6 m Impermeable stratum , = 3 m h, = 2.7 m h, = 2.1 m Ho = 4 m Confined aquifer Impermeable ManCer. DEKKER, INC. 270 Mudison Avenue. New York. New York 10016 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. ( Copyright O Marcel Dekker, Inc. All rights reserved.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Q.14.12 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 Ap- Ime Test well 7, = 6 m Impermeable stratum = 3 m hz = 2.7 m h, = 2.1 m Ho = 4 m Confined aquifer Impermeable ManCEi. DeKKER, INC. 270 Mudison Avenue, New York. New York 10016 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. ( Copyright © Marcel Dekker, Inc. All rights reserved.
Transcribed Image Text:Q.14.12 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 Ap- Ime Test well 7, = 6 m Impermeable stratum = 3 m hz = 2.7 m h, = 2.1 m Ho = 4 m Confined aquifer Impermeable ManCEi. DeKKER, INC. 270 Mudison Avenue, New York. New York 10016 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. ( Copyright © Marcel Dekker, Inc. All rights reserved.
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