Chapter $5,$ Problem $1.$ A community is installing a new well in a regionally confined aquifer

with a transmissivity of $1589$ ft$2/$day and a storativity of $0\mathrm{.}0005.$ 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$.$ Please provide a

summary table $($with supporting intermediate values $$ there should be four columns total$)$ as

your final answer.

Using the same information given above Compute the

drawdown at a distance of $250$ ft at the following times: $1,2,5,10,15,30,$ and $60$ minutes;

$2,5,$ and $12$ hours; and $1,5,10,20$ and $30$ days. Please provide your final answer in the same

format as question $1.$