optelev Real Time Data with Optimum Water Control Elevations Run Time = 10OCT2024 @ 01:06 THIS DATA IS PROCURED THROUGH AUTOMATED PROCESSES AND IS UNVALIDATED. THIS DATA SHOULD NOT BE USED AS OFFICIAL DATA. __________________________________________________________________________________________________ | Structure | Canal or Water Body | Optimum Water- |Realtime |Realtime |Structure | Target | | | | Control Elevation |Elevation|Flow |Capacity | Flow | | | | (FT-NGVD) |(FT-NGVD)|(CFS) |(cfs) | (cfs) | |___________|_______________________|____________________|_________|_________|__________|________| |________________________________________________________________________________________________| | S-77 Blw | Caloosahatchee River | 10.6-11.5 | -NR- | -N | | | | S-77 HW | Lake Okeechobee | Lake Level | 15.34 | 0 | 9,300 | -NR- | | S-77 TW | Caloosahatchee River | 10.6-11.5 | 11.87 | | | | | S-78 HW | Caloosahatchee River | 10.6-11.5 | 11.24 | | | | | S-78 TW | Caloosahatchee River | 2.8-3.2 | 6.32 | 815 | 8,660 | | | S-79 HW | Caloosahatchee River | 2.8-3.2 | 5.28 | | | | | S-79 TW | Caloosahatchee River | *Gate Overtop @4.2 | 8.04 | 0 | 28,900 | 2400 | |___________|_______________________|____________________|_________|_________|__________|________| | S-308 HW | Lake Okeechobee | Lake Level | 17.06 | 0 | 14,800 | | | S-308 TW | St. Lucie Canal | 14.0-14.5 | 14.02 | | | | | S-308 Blw | St. Lucie Canal | 14.0-14.5 | 14.08 | - | | | | S-80 Abv | St. Lucie Canal | 14.0-14.5 | -NR- | | 16,900 | | | S-80 HW | St. Lucie Canal | 14.0-14.5 | 14.43 | 1,290 | 16,900 | -NR- | | S-80 TW | St. Lucie Canal | Less than 3.2 | 1.85 | | | | | South Fork| St. Lucie Canal | Less than 3.0 | -NR- | | | | |___________|_______________________|____________________|_________|_________|__________|________| | C-10A HW | Levee/Canal Point | ------------------ | -NR- | -N | 1,000 | | C-10A TW | Levee/Canal Point | 12.0-14.0 | 15.91 | | | | S-2 HW | Hillsboro/N New River | 11.5-12.0 | 9.66 | 0 | 3,600 | | S-2 TW | Lake Okeechobee | ------------------ | 13.25 | | | | S-3 HW | Miami Canal | 11.5-12.0 | 9.25 | 0 | 2,580 | | S-3 TW | Lake Okeechobee | ------------------ | 12.29 | | | | S-4 HW | Canal 20 | 13.0 | 12.57 | 0 | 2,805 | | S-4 TW | Lake Okeechobee | ------------------ | 14.90 | | | | S-5A HW | West Palm Beach Canal | 11.5-12.0 | 9.51 | 0 | 4,800 | | S-5AE | Levee and Canal 8 | Note 1 | | | 700 | | S-5AW | Levee and Canal 8 | Note 1 | | | 700 | | S-5AS | Levee and Canal 8 | Note 1 | | | 2,000 | | S-5AX | Levee and Canal 8 | Note 2 | | | | | S-6 HW | Hillsboro Canal | 11.5-12.0 | 9.47 | 892 | 2,925 | | S-6 TW | Hillsboro Canal | ------------------ | 13.66 | | | | S-7 HW | N New River Canal | 11.5-12.0 | -NR- | 826 | 2,490 | | S-7 TW | N New River Canal | ------------------ | -NR- | | | | S-8 HW | Miami Canal | 11.5-12.0 | 9.93 | 988 | 4,160 | | S-8 TW | Miami Canal | ------------------ | -NR- | | | | S-47D HW | Canal 19 | 12.3-12.9 | 12.85 | 144 | 945 | | S-47D TW | Canal 19 | ------------------ | 11.88 | | | | S-47B HW | Canal 19 | 13.0-15.0 | 13.47 | 351 | 400 | | S-47B TW | Canal 19 | ------------------ | 12.99 | | | | S-65E HW | Kissimmee River | Note 3 | 21.02 | 2,488 | 26,000 | | S-65E TW | Kissimmee River | Note 3 | 17.95 | | | | S-65EX1 | Kissimmee River | Next to S-65E | | 0 | | | S-71 | Canal 41 | Note 3 | | | 6,800 | | S-72 | Canal 40 | Note 3 | | | 3,800 | | S-76 | Levee and Canal 8 | Note 1 | | | 1,000 | | S-84 HW | Canal 41A | Note 3 | 24.44 | -NR- | 9,000 | | S-84 TW | Canal 41A | Note 3 | 18.05 | | | | S-127 HW | L-48 Borrow Canal | 13.0-14.0 | 13.22 | 275 | 625 | | S-129 HW | L-49 Borrow Canal | 13.0-13.5 | -NR- | 131 | 375 | | S-131 HW | L-50 Borrow Canal | 13.0-13.5 | 12.78 | 0 | 250 | | S-133 HW | L-D4 Borrow Canal | 13.0-14.0 | 13.27 | 134 | 625 | | S-135 HW | L-47 Borrow Canal | 13.0-14.0 | 13.17 | 0 | 500 | | S-153 HW | L-65 Borrow Canal | 18.6-19.1 | 18.78 | 0 | 4,400 | | S-153 TW | L-65 Borrow Canal | ------------------ | 13.93 | | | | S-154 HW | L-62 Borrow Canal | 23.0-24.0 | 20.47 | -NR- | 1,000 | | S-154 TW | L-62 Borrow Canal | ------------------ | 17.92 | | | | S-169 HW | Industrial Canal | 15.0 + Note 5 | 13.48 | 0 | 625 | | S-191 HW | C-59 and L-62(N) and | 19.0 | 19.30 | 0 | 7,440 | | | L-63(S) Borrow Canal | | | | | | S-192 | Taylor Creek | 19.0 | | | 30 | | S-235 HW | L-D1 Borrow Canal | 13.0 | 12.15 | 35 | 200 | | | Connector | | | | | | S-236 HW | Bare Bch Drainage Dist| 13.0 | | 0 | 255 | |___________|_______________________|____________________|_________|_________|__________| Note 1: Same as WCA-1 Note 2: Divide structure between drainage areas Note 3: Refer to Volume 2, Kissimmee River - Istopoga Basin Note 4: Same as Lake Okeechobee Note 5: Same as Lake Okeechobee when lake is below 15.5