| 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 January 21, 2026 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) |
| Jan-22 04:45 am | 19.27 | 0.4 | 29 | 13.84 | |||
| Jan-22 03:45 am | 19.27 | 0.4 | 29 | 1.76 | 16 | 15 | 13.84 |
| Jan-22 02:45 am | 19.27 | 0.4 | 29 | 1.76 | 16 | 15 | 13.84 |
| Jan-22 01:45 am | 19.27 | 0.4 | 29 | 1.76 | 16 | 15 | 13.84 |
| Jan-22 12:45 am | 19.27 | 0.4 | 29 | 1.76 | 16 | 15 | 13.84 |
| Jan-21 11:45 pm | 19.27 | 0.4 | 29 | 1.76 | 16 | 15 | 13.82 |
| Jan-21 10:45 pm | 19.28 | 0.4 | 29 | 1.76 | 16 | 16 | 13.80 |
| Jan-21 09:45 pm | 19.28 | 0.4 | 29 | 1.76 | 16 | 16 | 13.80 |
| Jan-21 08:45 pm | 19.28 | 0.4 | 29 | 1.76 | 16 | 17 | 13.79 |
| Jan-21 07:45 pm | 19.28 | 0.4 | 29 | 1.76 | 16 | 17 | 13.79 |
| Jan-21 06:45 pm | 19.28 | 0.4 | 29 | 1.76 | 16 | 17 | 13.79 |
| Jan-21 05:45 pm | 19.28 | 0.4 | 29 | 1.76 | 16 | 17 | 13.79 |
| Jan-21 04:45 pm | 19.27 | 0.4 | 29 | 1.76 | 16 | 17 | 13.79 |
| Jan-21 03:45 pm | 19.27 | 0.4 | 29 | 1.75 | 15 | 16 | 13.79 |
| Jan-21 02:45 pm | 19.26 | 0.4 | 29 | 1.74 | 15 | 15 | 13.79 |
| Jan-21 01:45 pm | 19.24 | 0.4 | 29 | 1.72 | 14 | 13 | 13.79 |
| Jan-21 12:45 pm | 19.23 | 0.4 | 28 | 1.70 | 13 | 13 | 13.79 |
| Jan-21 11:45 am | 19.22 | 0.4 | 28 | 1.68 | 12 | 12 | 13.79 |
| Jan-21 10:45 am | 19.21 | 0.4 | 28 | 1.66 | 11 | 12 | 13.79 |
| Jan-21 09:45 am | 19.21 | 0.4 | 28 | 1.66 | 11 | 11 | 13.79 |
| Jan-21 08:45 am | 19.21 | 0.4 | 28 | 1.66 | 11 | 11 | 13.79 |
| Jan-21 07:45 am | 19.21 | 0.4 | 28 | 1.66 | 11 | 11 | 13.79 |
| Jan-21 06:45 am | 19.21 | 0.4 | 28 | 1.67 | 12 | 11 | 13.79 |
| Jan-21 05:45 am | 19.21 | 0.4 | 28 | 1.67 | 12 | 11 | 13.79 |
| Jan-21 04:45 am | 19.21 | 0.4 | 28 | 1.67 | 12 | 11 | 13.79 |
| Maximum 24 Hour Drawdown Rate (5 feet/day): 15 cfs + Inflow (15 cfs) = 30 cfs | |||||||
| Report Generated January 22, 2026 10:03 am | |||||||