SW6220501_Design Calculations (Drawdown)_20220621

Southview Park Subdivision 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 =
7,405 cf
1.7 in
1
0.0158 sf
0 in
0
0.0000 sf
0.60
202.50 ft
203.36 ft
0.29 ft
0.0406 cfs
182205 s
50.6 hr
2_1 days
1722 DRAWDOWN.xlsx Printed 6/21/2022