SW6190602_Engineering Calculations (Drawdown)_20190619

Edgerton Industrial Park Pond 1
Drawdown Time
Temporary storage volume =
Orifice #1 diameter=
Area of orifice =
Orifice #2 diameter =
Area of orifice =
Orifice Coefficient (Cd) _
Orifice elevation --
Water elevation ---
Driving head (H) _
Discharge (Q) _
Drawdown time =
67,766 cf
4 in
1
0.0873 sf
0 in
0
0.0000 sf
0.60
146.00 ft
147.85 ft
0.62 ft
0.3300 cfs
205347 s
57.0 hr
2_4 days
1479 Drawdown.xlsx Printed 6/19/2019