Town CrierWest Orange, New Jersey
← Back to search

Supporting Documentation · May 7, 2025

Stormwater Report 1

Preserved file SHA-25678d1b4e6ebbc56232a16c000e8163bf57cdac98dcbe40e7c7304162200bff44a

Indexed text · page 25

Show all pages
Page 25

14 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 = 10 yrs = 6 min = 1, 2 Peak discharge Time to peak Hyd. volume Contrib. drain. area = 15.35 cfs = 12.20 hrs = 73,038 cuft = 4.680 ac <no description> Q (cfs) Q (cfs) Hyd. No. 3 -- 10 Year 18.00 18.00 15.00 15.00 12.00 12.00 9.00 9.00 6.00 6.00 3.00 3.00 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)