Hop Brook Dam, Hop Brook | |||||||||
Drainage Area: | 16 sq. miles  | ||||||||
Channel Capacity: | 550 cfs | ||||||||
Storage at Spillway Crest: | 7.8 in / 6,850 ac-ft | ||||||||
Normal Pool: | 18.5 Feet | ||||||||
Gate Settings for February 06, 2025 07:00 am | Gate 1 | Gate 2 | Gate 3 | Gate 4 | Gate 5 | Gate 6 | Gate 7 | Gate 8 | |
0.0 | 3.0 |
Date Time (Eastern) |
Pool (ft) |
Storage (%) |
Storage (ac-ft) |
Tailwater (ft) |
Flow (cfs) |
Inflow (cfs) |
Precip (in) |
Feb-09 09:30 am | 19.30 | 0.5 | 30 | 1.70 | 13 | 13 | 12.21 |
Feb-09 08:30 am | 19.30 | 0.5 | 30 | 1.70 | 13 | 13 | 12.20 |
Feb-09 07:30 am | 19.30 | 0.5 | 30 | 1.70 | 13 | 13 | 12.19 |
Feb-09 06:30 am | 19.30 | 0.5 | 30 | 1.70 | 13 | 13 | 12.19 |
Feb-09 05:30 am | 19.30 | 0.5 | 30 | 1.70 | 13 | 14 | 12.18 |
Feb-09 04:30 am | 19.30 | 0.5 | 30 | 1.70 | 13 | 14 | 12.17 |
Feb-09 03:30 am | 19.30 | 0.5 | 30 | 1.71 | 13 | 14 | 12.14 |
Feb-09 02:30 am | 19.30 | 0.5 | 30 | 1.71 | 13 | 14 | 12.10 |
Feb-09 01:30 am | 19.30 | 0.5 | 30 | 1.71 | 13 | 13 | 12.03 |
Feb-09 12:30 am | 19.30 | 0.5 | 30 | 1.72 | 14 | 13 | 11.96 |
Feb-08 11:30 pm | 19.29 | 0.5 | 30 | 1.72 | 14 | 13 | 11.92 |
Feb-08 10:30 pm | 19.29 | 0.5 | 30 | 1.70 | 13 | 12 | 11.87 |
Feb-08 09:30 pm | 19.29 | 0.5 | 30 | 1.69 | 12 | 12 | 11.87 |
Feb-08 08:30 pm | 19.29 | 0.5 | 30 | 1.69 | 12 | 12 | 11.87 |
Feb-08 07:30 pm | 19.29 | 0.5 | 30 | 1.69 | 12 | 12 | 11.87 |
Feb-08 06:30 pm | 19.29 | 0.5 | 30 | 1.69 | 12 | 13 | 11.87 |
Feb-08 05:30 pm | 19.29 | 0.5 | 30 | 1.69 | 12 | 13 | 11.87 |
Feb-08 04:30 pm | 19.29 | 0.5 | 30 | 1.69 | 12 | 13 | 11.87 |
Feb-08 03:30 pm | 19.29 | 0.5 | 30 | 1.69 | 12 | 13 | 11.87 |
Feb-08 02:30 pm | 19.29 | 0.5 | 30 | 1.69 | 12 | 12 | 11.87 |
Feb-08 01:30 pm | 19.29 | 0.5 | 30 | 1.68 | 12 | 12 | 11.87 |
Feb-08 12:30 pm | 19.28 | 0.4 | 29 | 1.68 | 12 | 11 | 11.87 |
Feb-08 11:30 am | 19.28 | 0.4 | 29 | 1.67 | 12 | 12 | 11.87 |
Feb-08 10:30 am | 19.28 | 0.4 | 29 | 1.67 | 12 | 11 | 11.87 |
Feb-08 09:30 am | 19.28 | 0.4 | 29 | 1.67 | 12 | 11 | 11.87 |
Maximum 24 Hour Drawdown Rate (5 feet/day): 15 cfs + Inflow (13 cfs) = 28 cfs | |||||||
Report Generated February 09, 2025 02:49 pm |