SW6220401_Design Calculations_20220621 (2)

Cmeron Commercial Pond 1
Drawdown Time
Temporary storage volume =
Orifice #Idiameter=
Area of orifice =
Orifice #2 diameter =
Area of orifice =
Orifice Coefficient (Cd) _
Orifice elevation --
Water elevation ---
Driving head (H) _
Discharge (Q) _
Drawdown time =
6,701 cf
1.5 in
1
0.0123 sf
0 in
0
0.0000 sf
0.60
321.00 ft
322.06 ft
0.35 ft
0.0351 cfs
190760 s
53.0 hr
2_2 days
1766-Drawdown time.xlsx Printed 6/21/2022