Town CrierWest Orange, New Jersey
← Back to search

Supporting Documentation · May 7, 2025

Stormwater Report 1

Preserved file SHA-25678d1b4e6ebbc56232a16c000e8163bf57cdac98dcbe40e7c7304162200bff44a

Indexed text · page 31

Show all pages
Page 31

20 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Monday, 12 / 30 / 2024 Hyd. No. 3 <no description> Hydrograph type Storm frequency Time interval Inflow hyds. = Combine = 100 yrs = 6 min = 1, 2 Peak discharge Time to peak Hyd. volume Contrib. drain. area = 27.41 cfs = 12.20 hrs = 132,192 cuft = 4.680 ac <no description> Q (cfs) Q (cfs) Hyd. No. 3 -- 100 Year 28.00 28.00 24.00 24.00 20.00 20.00 16.00 16.00 12.00 12.00 8.00 8.00 4.00 4.00 0.00 0.00 0 2 4 Hyd No. 3 6 8 10 Hyd No. 1 12 14 16 Hyd No. 2 18 20 22 24 26 Time (hrs)

File revisions (1)