Town CrierWest Orange, New Jersey
← Back to search

Supporting Documentation · Mar 20, 2025

ZB 22 13 2023 03 Drainage Statement

Preserved file SHA-25646401c7b2efcae94a4ba898b8b97993c86b297b1443a87ec327177bdbec7df80

Indexed text · page 29

Show all pages
Page 29

6 Hydrograph Report Hydraflow Hydrographs by Intelisolve v9.1 Wednesday, Apr 5, 2023 Hyd. No. 3 Existing Total Hydrograph type = Combine Peak discharge = 2.913 cfs Storm frequency = 2 yrs Time to peak = 725 min Time interval = 1 min Hyd. volume = 10,518 cuft Inflow hyds. = 1, 2 Contrib. drain. area = 1.050 ac Existing Total Q (cfs) Q (cfs) Hyd. No. 3 -- 2 Year 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Time (min) Hyd No. 3 Hyd No. 1 Hyd No. 2

File revisions (1)