A community is installing a new well in a regionally confined aquifer with a transmissivity of 1589 ft 2 /day and a storativity of XXXXXXXXXXThe planned pumping rate is 325 gal/min. There are several...

A community is installing a new well in a regionally confined aquifer with a transmissivity of 1589 ft²
/day and a storativity of 0.0005. The planned pumping rate is 325 gal/min. There are several nearby wells tapping the same aquifer, and the project manager needs to know if the new well will cause significant interference with these wells. Compute the theoretical drawdown caused by the new well after 30 days of continuous pumping at the following distances: 50, 150, 250, 500, 1000, 3000, 6000, and 10,000 ft. (This problem and the following problem can readily be solved using Excel with the algorithm that is suggested in Analysis K. The repetitive nature of the calculations is especially suited to a spreadsheet solution.)