Westville Dam, Quinebaug River | |||||||||
Drainage Area: | 99 sq. miles  | ||||||||
Channel Capacity: | 1,600 cfs | ||||||||
Storage at Spillway Crest: | 6.44 in / 11,100 ac-ft | ||||||||
Normal Pool: | 10.5 Feet | ||||||||
Gate Settings for February 13, 2025 07:00 am | Gate 1 | Gate 2 | Gate 3 | Gate 4 | Gate 5 | Gate 6 | Gate 7 | Gate 8 | |
0.0 | 6.0 | 0.0 |
Date Time (Eastern) |
Pool (ft) |
Storage (%) |
Storage (ac-ft) |
Tailwater (ft) |
Flow (cfs) |
Inflow (cfs) |
Precip (in) |
Feb-13 02:15 pm | 11.03 | 0.3 | 102 | 3.66 | 63 | 62 | 0.22 |
Feb-13 01:15 pm | 11.02 | 0.3 | 101 | 3.65 | 62 | 61 | 0.21 |
Feb-13 12:15 pm | 11.01 | 0.3 | 101 | 3.64 | 61 | 60 | 0.21 |
Feb-13 11:15 am | 11.01 | 0.3 | 101 | 3.63 | 60 | 60 | 0.21 |
Feb-13 10:15 am | 11.00 | 0.3 | 100 | 3.62 | 59 | 59 | 0.20 |
Feb-13 09:15 am | 11.00 | 0.3 | 100 | 3.62 | 59 | 58 | 0.18 |
Feb-13 08:15 am | 10.99 | 0.3 | 100 | 3.62 | 59 | 57 | 0.17 |
Feb-13 07:15 am | 10.99 | 0.3 | 100 | 3.60 | 57 | 57 | 0.14 |
Feb-13 06:15 am | 10.98 | 0.3 | 100 | 3.60 | 57 | 56 | 0.12 |
Feb-13 05:15 am | 10.98 | 0.3 | 100 | 3.60 | 57 | 56 | 0.08 |
Feb-13 04:15 am | 10.98 | 0.3 | 100 | 3.60 | 57 | 56 | 0.07 |
Feb-13 03:15 am | 10.98 | 0.3 | 100 | 3.60 | 57 | 56 | |
Feb-13 02:15 am | 10.98 | 0.3 | 100 | 3.60 | 57 | 56 | 0.02 |
Feb-13 01:15 am | 10.98 | 0.3 | 100 | 3.59 | 55 | 56 | 0.02 |
Feb-13 12:15 am | 10.98 | 0.3 | 100 | 3.60 | 57 | 56 | 0.02 |
Feb-12 11:15 pm | 10.98 | 0.3 | 100 | 3.60 | 57 | 56 | 0.01 |
Feb-12 10:15 pm | 10.99 | 0.3 | 100 | 3.61 | 58 | 57 | 0.01 |
Feb-12 09:15 pm | 10.99 | 0.3 | 100 | 3.60 | 57 | 57 | 0.00 |
Feb-12 08:15 pm | 10.99 | 0.3 | 100 | 3.61 | 58 | 57 | 0.00 |
Feb-12 07:15 pm | 10.99 | 0.3 | 100 | 3.61 | 58 | 58 | 0.00 |
Feb-12 06:15 pm | 10.99 | 0.3 | 100 | 3.61 | 58 | 57 | 0.00 |
Feb-12 05:15 pm | 11.00 | 0.3 | 100 | 3.62 | 59 | 58 | 0.00 |
Feb-12 04:15 pm | 11.00 | 0.3 | 100 | 3.61 | 58 | 59 | 0.00 |
Feb-12 03:15 pm | 11.00 | 0.3 | 100 | 3.62 | 59 | 59 | 0.00 |
Feb-12 02:15 pm | 11.01 | 0.3 | 101 | 3.62 | 59 | 59 | 0.00 |
Maximum 24 Hour Drawdown Rate (5 feet/day): 31 cfs + Inflow (62 cfs) = 93 cfs | |||||||
Report Generated February 13, 2025 02:21 pm |