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 February 08, 2023 07:00 am | Gate 1 | Gate 2 | Gate 3 | Gate 4 | Gate 5 | Gate 6 | Gate 7 | Gate 8 | |
3.0 | 3.0 |
Date Time (Eastern) |
Pool (ft) |
Storage (%) |
Storage (ac-ft) |
Tailwater (ft) |
Flow (cfs) |
Inflow (cfs) |
Precip (in) |
Feb-08 03:00 pm | 19.34 | ||||||
Feb-08 02:00 pm | 4.55 | 0.0 | 9 | 2.36 | 142 | 142 | 19.34 |
Feb-08 01:00 pm | 4.54 | 0.0 | 9 | 2.36 | 142 | 142 | 19.34 |
Feb-08 12:00 pm | 4.56 | 0.0 | 9 | 2.36 | 142 | 142 | 19.34 |
Feb-08 11:00 am | 4.53 | 0.0 | 9 | 2.36 | 142 | 142 | 19.34 |
Feb-08 10:00 am | 4.51 | 0.0 | 9 | 2.36 | 142 | 143 | 19.34 |
Feb-08 09:00 am | 4.51 | 0.0 | 9 | 2.36 | 142 | 143 | 19.34 |
Feb-08 08:00 am | 4.55 | 0.0 | 9 | 2.36 | 142 | 144 | 19.34 |
Feb-08 07:00 am | 4.54 | 0.0 | 9 | 2.37 | 145 | 145 | 19.34 |
Feb-08 06:00 am | 4.62 | 0.0 | 9 | 2.37 | 145 | 146 | 19.34 |
Feb-08 05:00 am | 4.62 | 0.0 | 9 | 2.38 | 148 | 145 | 19.34 |
Feb-08 04:00 am | 4.63 | 0.0 | 9 | 2.37 | 145 | 145 | 19.34 |
Feb-08 03:00 am | 4.64 | 0.0 | 9 | 2.37 | 145 | 145 | 19.34 |
Feb-08 02:00 am | 4.61 | 0.0 | 9 | 2.37 | 145 | 144 | 19.34 |
Feb-08 01:00 am | 4.57 | 0.0 | 9 | 2.37 | 145 | 144 | 19.34 |
Feb-08 12:00 am | 4.57 | 0.0 | 9 | 2.37 | 145 | 143 | 19.34 |
Feb-07 11:00 pm | 4.58 | 0.0 | 9 | 2.37 | 145 | 142 | 19.34 |
Feb-07 10:00 pm | 4.59 | 0.0 | 9 | 2.36 | 142 | 142 | 19.32 |
Feb-07 09:00 pm | 4.48 | 0.0 | 9 | 2.36 | 142 | 141 | 19.29 |
Feb-07 08:00 pm | 4.54 | 0.0 | 9 | 2.36 | 142 | 142 | 19.27 |
Feb-07 07:00 pm | 4.52 | 0.0 | 9 | 2.36 | 142 | 142 | 19.27 |
Feb-07 06:00 pm | 4.55 | 0.0 | 9 | 2.36 | 142 | 142 | 19.27 |
Feb-07 05:00 pm | 4.58 | 0.0 | 9 | 2.36 | 142 | 142 | 19.27 |
Feb-07 04:00 pm | 4.51 | 0.0 | 9 | 2.36 | 142 | 142 | 19.27 |
Feb-07 03:00 pm | 4.56 | 0.0 | 9 | 2.36 | 142 | 142 | 19.27 |
Maximum 24 Hour Drawdown Rate (10 feet/day): 4 cfs + Inflow (142 cfs) = 146 cfs | |||||||
Report Generated February 08, 2023 03:14 pm |