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Response to oustanding issues Animal Husbandry MCU12/0184
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Catchment A +dam detention Q10 Coo noosa 10-Year Duration=20 min, Inten=127.9 mmlhr
Prepared by {enter your company name here} Printed 24/04/2013
HydroCAOO 10.00 sIn 05328 @ 2011 HydroCAD Software Solutions LLC Page 7
Summary for Pond 7P: (new Pond)
Inflow Area = 5.6815 ha, 0.00% Impervious, Inflow Depth = 37 mm for 10-Year event
Inflow = 1.29046 [email protected] hrs, Volume= 2.105 MI
Outflow = 0.95041 [email protected] hrs, Volume= 2.088 MI, Atten= 26%, Lag= 9.1 min
Primary = 0.95041 [email protected] hrs, Volume= 2.088 MI
Routing by Stor-Ind method, Time Span= 0.00-3.00 hrs, dt= 0.01 hrs
Peak Elev= 125.255 [email protected] hrs Surf.Area= 0.2736 ha Storage= 0.685 MI
Plug-Flow detention time= 14.7 min calculated for 2.081 MI (99%of inflow)
Center-of-Mass det. time= 14.8 min (39.5 24.7 ) -
Volume Invert Avail,Storage Storage Description
#1 125.000 m 1.367 MI 58.00 mD x 0.50 mH Vertical Cone/Cylinder Z=2.0
Device Routing Invert Outlet Devices
#1 Primary 125.000 m 5.00 m long x 1.00 m breadth Broad-Crested Rectangular Weir
Head (meters)0.061 O. 122 O. 183 O. 244 0.305 0.366 0.427
0.488 0.549 0.610 0.762 0.9141.0671.2191.3721.5241.676
Coef. (Metric)1. 341.421.481.481.471.461.461.481.48
1.501.541.581.611.651.761.791.83
Primary OutFlow Max=0.95021 [email protected] hrs HW=125.255 m (Free Discharge)
L1=Broad-Crested Rectangular Weir (Weir Controls 0.95021 [email protected] m/s)
Pond 7P: (new Pond)
Hydrograph
. Inflow
I Primary
Inflow Area=5.6815 ha
Peak Elev=125.255 m
Storage=O.685 MI
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