Example 4.7 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...

5 minutes !!Example 4.7<br>A field pumping test was conducted from an aquifer of sandy soil of 4 m thickness confined<br>between two impervious strata. When equilibrium was established, 90 liters of water was pumped<br>Observation wells<br>Ap<br>Ime<br>Test well<br>1, = 6 m<br>Impermeable stratum<br>= 3 m<br>h = 2.7 m<br>h, = 2.1 m<br>Confined aquifer<br>Ho = 4 m<br>Impermeable<br>ManCei. DeKKER, INC.<br>270 Mudison Avenue. New York. New York 10016<br>out per hour. The water elevation in an observation well 3.0 m away from the test well was 2.1 m<br>and another 6.0 m away was 2.7 m from the roof level of the impervious stratum of the aquifer. Find<br>the value of k of the soil in m/sec. (<br>Copyright © Marcel Dekker, Inc. All rights reserved.<br>

Extracted text: Example 4.7 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 1, = 6 m Impermeable stratum = 3 m h = 2.7 m h, = 2.1 m Confined aquifer Ho = 4 m 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.

Jun 11, 2022
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