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Appendix F
16
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2010 by Autodesk, Inc. v9.25 Tuesday, Apr 5, 2011
Hyd. No. 6
DETENTION BASIN
Hydrograph type = Reservoir Peak discharge = 0.106 cms
Storm frequency = 10 yrs Time to peak = 10 min
Time interval = 1 min Hyd. volume = 87.8 cum
Inflow hyd. No. = 4 - post development catchment
Max.3 Elevation = 8.03 m
Reservoir name = DETENTION TANK Max. Storage = 33.9 cum
Storage Indication method used.
DETENTION BASIN
Q (cms) Q (cms)
Hyd. No. 6 -- 10 Year
0.210 0.210
0.180 0.180
0.150 0.150
0.120 0.120
0.090 0.090
0.060 0.060
0.030 0.030
0.000 0.000
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36
Time (min)
Hyd No. 6 Hyd No. 4 Total storage used = 33.9 cum
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