Pumping with a radius of 25 cm opened in an aquifer with an average thickness of 33 m with a free surface When the flow rate of 39.57416734 lt/sec is withdrawn from the well for a very long time, one of the pumping wells is 43 m and the other The water levels in the observation wells at a distance of 183 m are 30.66859298 m and 32.2787432 m, respectively. determined. The hydraulic conductivity of the aquifer (m/s) according to the data given in the Question 4 data sheet, the pumping well descent (m), optimum level descent (m) and optimum flow (lt/s) calculate.
Pumping with a radius of 25 cm opened in an aquifer with an average thickness of 33 m with a free surface When the flow rate of 39.57416734 lt/sec is withdrawn from the well for a very long time, one of the pumping wells is 43 m and the other The water levels in the observation wells at a distance of 183 m are 30.66859298 m and 32.2787432 m, respectively. determined. The hydraulic conductivity of the aquifer (m/s) according to the data given in the Question 4 data sheet, the pumping well descent (m), optimum level descent (m) and optimum flow (lt/s) calculate.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Pumping with a radius of 25 cm opened in an aquifer with an average thickness of 33 m with a free surface
When the flow rate of 39.57416734 lt/sec is withdrawn from the well for a very long time, one of the pumping wells is 43 m and the other
The water levels in the observation wells at a distance of 183 m are 30.66859298 m and 32.2787432 m, respectively.
determined. The hydraulic conductivity of the aquifer (m/s) according to the data given in the Question 4 data sheet,
the pumping well descent (m), optimum level descent (m) and optimum flow (lt/s)
calculate.
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