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Appendix F
24
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 = 0.125 cms
Storm frequency = 100 yrs Time to peak = 11 min
Time interval = 1 min Hyd. volume = 126.2 cum
Inflow hyd. No. = 4 - post development catchment
Max.3 Elevation = 8.24 m
Reservoir name = DETENTION TANK Max. Storage = 58.1 cum
Storage Indication method used.
DETENTION BASIN
Q (cms) Q (cms)
Hyd. No. 6 -- 100 Year
0.330 0.330
0.275 0.275
0.220 0.220
0.165 0.165
0.110 0.110
0.055 0.055
0.000 0.000
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38
Time (min)
Hyd No. 6 Hyd No. 4 Total storage used = 58.1 cum
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