Thomaston Dam, Naugatuck River | |||||||||
Drainage Area: | 97 sq. miles  | ||||||||
Channel Capacity: | 3,500 cfs | ||||||||
Storage at Spillway Crest: | 8.1 in / 42,000 ac-ft | ||||||||
Normal Pool: | 0 Feet | ||||||||
Gate Settings for April 18, 2025 02:30 pm | Gate 1 | Gate 2 | Gate 3 | Gate 4 | Gate 5 | Gate 6 | Gate 7 | Gate 8 | |
6.0 | 0.0 |
Date Time (Eastern) |
Pool (ft) |
Storage (%) |
Storage (ac-ft) |
Tailwater (ft) |
Flow (cfs) |
Inflow (cfs) |
Precip (in) |
Apr-19 10:15 am | 20.21 | ||||||
Apr-19 09:15 am | 5.16 | 0.0 | 11 | 2.30 | 142 | 143 | 20.21 |
Apr-19 08:15 am | 5.15 | 0.0 | 11 | 2.30 | 142 | 144 | 20.21 |
Apr-19 07:15 am | 5.18 | 0.0 | 11 | 2.31 | 145 | 145 | 20.21 |
Apr-19 06:15 am | 5.20 | 0.0 | 11 | 2.31 | 145 | 146 | 20.21 |
Apr-19 05:15 am | 5.20 | 0.0 | 11 | 2.31 | 145 | 146 | 20.21 |
Apr-19 04:15 am | 5.21 | 0.0 | 11 | 2.31 | 145 | 147 | 20.21 |
Apr-19 03:15 am | 5.26 | 0.0 | 11 | 2.32 | 148 | 148 | 20.21 |
Apr-19 02:15 am | 5.27 | 0.0 | 11 | 2.32 | 148 | 148 | 20.21 |
Apr-19 01:15 am | 5.23 | 0.0 | 11 | 2.32 | 148 | 149 | 20.21 |
Apr-19 12:15 am | 5.29 | 0.0 | 12 | 2.32 | 148 | 150 | 20.21 |
Apr-18 11:15 pm | 5.30 | 0.0 | 12 | 2.33 | 151 | 150 | 20.21 |
Apr-18 10:15 pm | 5.30 | 0.0 | 12 | 2.33 | 151 | 151 | 20.21 |
Apr-18 09:15 pm | 5.32 | 0.0 | 12 | 2.33 | 151 | 151 | 20.21 |
Apr-18 08:15 pm | 5.37 | 0.0 | 12 | 2.33 | 151 | 153 | 20.21 |
Apr-18 07:15 pm | 5.39 | 0.0 | 12 | 2.33 | 151 | 153 | 20.21 |
Apr-18 06:15 pm | 5.38 | 0.0 | 12 | 2.33 | 151 | 137 | 20.21 |
Apr-18 05:15 pm | 5.39 | 0.0 | 12 | 2.33 | 151 | 126 | 20.21 |
Apr-18 04:15 pm | 5.37 | 0.0 | 12 | 2.34 | 154 | 118 | 20.21 |
Apr-18 03:15 pm | 5.36 | 0.0 | 12 | 2.34 | 154 | 98 | 20.21 |
Apr-18 02:15 pm | 5.41 | 0.0 | 12 | 2.42 | 180 | 109 | 20.21 |
Apr-18 01:15 pm | 6.41 | 0.0 | 17 | 2.62 | 261 | 140 | 20.21 |
Apr-18 12:15 pm | 8.72 | 0.0 | 34 | 2.61 | 256 | 166 | 20.21 |
Apr-18 11:15 am | 10.12 | 0.1 | 49 | 2.53 | 222 | 177 | 20.21 |
Apr-18 10:15 am | 10.22 | 0.1 | 50 | 1.60 | 18 | 186 | 20.21 |
Maximum 24 Hour Drawdown Rate (10 feet/day): 6 cfs + Inflow (143 cfs) = 149 cfs | |||||||
Report Generated April 19, 2025 02:20 pm |