The water requirement from an aquifer is 3 million gallons per day . The aquifer has a transmissivity of 6000 ft2/day and storage coefficient of 8*10^-4 . the available drawdown is 50 ft . It is proposed to install wells of 8 in diameter . Design the well field for well efficiency of 90%.
Given:
T=6000 ft2/day
S=8x10-4
Available drawdown=50 ft
Dia of well =8in/12=0.67 ft
Step 1:
Calculate r0 from jacob equation
r02=2.25x6000x(1/8x10-4)x365
r0=0.78x105 ft
Step 2:
Calculate the value of S
S=0.5(50)/log[0.78x105/0.67]
S=4.93
Step 3:
Q=2.7TS
Q=2.7X6000x4.93
Q=79866 ft3/day
Q=5.97*105 galon/day
Step 4:
Number of wells=3x106/(5.97x105)=5.02
Step 5:
Sa=0.5(50)=25 ft
E=90%
St=Sa/Ex100
St=25x100/90
St=27.77
Sw=27.77-25
Si=1.388
Spacing=(0.78x105)10-1.388/4.93
Sapacing=40,790 ft
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