| 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 June 11, 2026 09:24 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) |
| Jun-11 09:30 pm | 19.35 | 0.5 | 31 | 27.32 | |||
| Jun-11 08:30 pm | 19.32 | 0.5 | 30 | 1.80 | 17 | 21 | 27.32 |
| Jun-11 07:30 pm | 19.26 | 0.4 | 29 | 1.70 | 13 | 16 | 27.32 |
| Jun-11 06:30 pm | 19.16 | 0.4 | 27 | 1.56 | 8 | 10 | 27.32 |
| Jun-11 05:30 pm | 19.12 | 0.4 | 26 | 1.56 | 8 | 8 | 27.32 |
| Jun-11 04:30 pm | 19.08 | 0.4 | 25 | 1.70 | 13 | 5 | 27.29 |
| Jun-11 03:30 pm | 19.06 | 0.4 | 24 | 1.44 | 4 | 3 | 26.78 |
| Jun-11 02:30 pm | 19.06 | 0.4 | 24 | 1.44 | 4 | 3 | 26.78 |
| Jun-11 01:30 pm | 19.06 | 0.4 | 24 | 1.45 | 4 | 3 | 26.78 |
| Jun-11 12:30 pm | 19.07 | 0.4 | 25 | 1.45 | 4 | 4 | 26.78 |
| Jun-11 11:30 am | 19.07 | 0.4 | 25 | 1.45 | 4 | 4 | 26.78 |
| Jun-11 10:30 am | 19.07 | 0.4 | 25 | 1.45 | 4 | 4 | 26.78 |
| Jun-11 09:30 am | 19.07 | 0.4 | 25 | 1.45 | 4 | 4 | 26.78 |
| Jun-11 08:30 am | 19.07 | 0.4 | 25 | 1.45 | 4 | 4 | 26.78 |
| Jun-11 07:30 am | 19.07 | 0.4 | 25 | 1.45 | 4 | 4 | 26.78 |
| Jun-11 06:30 am | 19.07 | 0.4 | 25 | 1.45 | 4 | 4 | 26.78 |
| Jun-11 05:30 am | 19.07 | 0.4 | 25 | 1.45 | 4 | 4 | 26.78 |
| Jun-11 04:30 am | 19.07 | 0.4 | 25 | 1.45 | 4 | 4 | 26.78 |
| Jun-11 03:30 am | 19.07 | 0.4 | 25 | 1.45 | 4 | 4 | 26.78 |
| Jun-11 02:30 am | 19.07 | 0.4 | 25 | 1.45 | 4 | 4 | 26.78 |
| Jun-11 01:30 am | 19.07 | 0.4 | 25 | 1.45 | 4 | 4 | 26.78 |
| Jun-11 12:30 am | 19.07 | 0.4 | 25 | 1.45 | 4 | 4 | 26.78 |
| Jun-10 11:30 pm | 19.07 | 0.4 | 25 | 1.45 | 4 | 4 | 26.78 |
| Jun-10 10:30 pm | 19.07 | 0.4 | 25 | 1.45 | 4 | 4 | 26.78 |
| Jun-10 09:30 pm | 19.07 | 0.4 | 25 | 1.45 | 4 | 4 | 26.78 |
| Maximum 24 Hour Drawdown Rate (5 feet/day): 16 cfs + Inflow (21 cfs) = 37 cfs | |||||||
| Report Generated June 11, 2026 09:38 pm | |||||||