SW6220101_Design Calculations_20230831 (6)

Creekside Oaks South Wet Pond
Drawdown Time
Temporary storage volume= 58,318 cf
Orifice#ldiameter= 3.5 in
# 1
Area of orifice= 0.0668 sf
Orifice#2 diameter= 0 in
# 0
Area of orifice= 0.0000 sf
Orifice Coefficient(Cd) = 0.60
Orifice elevation= 287.00 ft
Water elevation= 289.31 ft
Driving head(H)= 0.77 ft
Discharge(Q)= 0.2823 cfs
Drawdown time= 206559 s
57.4 hr
2_4 days
1070-POND 1 drawdown.xlsx Printed 8/31/2023