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Appendix F
9
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2010 by Autodesk, Inc. v9.25 Tuesday, Apr 5, 2011
Hyd. No. 7
TOTAL POST DEVELOPED
Hydrograph type = Combine Peak discharge = 0.152 cms
Storm frequency = 2 yrs Time to peak = 7 min
Time interval = 1 min Hyd. volume = 97.9 cum
Inflow hyds. = 5, 6 Contrib. drain. area = 0.183 hectare
TOTAL POST DEVELOPED
Q (cms) Q (cms)
Hyd. No. 7 -- 2 Year
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
Time (min)
Hyd No. 7 Hyd No. 5 Hyd No. 6
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