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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 mm/hr
Prepared by {enter your company name here} Printed 24/04/2013
HydroCA[)@ 10.00 sIn 05328 @ 2011 HydroCAD Software Solutions LLC Page 6
Summary for Pond 4P: (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 0.244 0.305 0.366 0.427
0.488 0.549 0.610 O. 762 0.9141.0671.2191.372 1. 524 1. 676
Coef. (Metric)1. 34 1.42 1. 48 1. 48 1. 47 1.46 1.46 1. 48 1. 48
1.501.541.581.611.651.761.791.83
Primary OutFlow Max=0.95021 [email protected] hrs HW=125.255 m (Free Discharge)
"L.1=Broad-Crested Rectangular Weir (Weir Controls 0.95021 [email protected] m/s)
Pond 4P: (new Pond)
Hydrograph
I Inflow
IPrimary
Inflow Area=5.6815 ha
Peak Elev=125.255 m
Storage=O.685 MI
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Time (hours)
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