optelev
                      Real Time Data with
                 Optimum Water Control Elevations
                   Run Time = 13DEC2018 @ 13:39
 
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 HW   | Lake Okeechobee       | Lake Level         | 13.03   |      0  |  9,300   |   -NR- |
| S-77 TW   | Caloosahatchee River  | 10.6-11.5          | 11.11   |         |          |        |
| S-77 Blw  | Caloosahatchee River  | 10.6-11.5          | 11.21   |     41  |          |        |
| S-78 HW   | Caloosahatchee River  | 10.6-11.5          | 11.08   |         |          |        |
| S-78 TW   | Caloosahatchee River  |  2.8-3.2           |  2.94   |    149  |  8,660   |        |
| S-79 HW   | Caloosahatchee River  |  2.8-3.2           |  3.11   |         |          |        |
| S-79 TW   | Caloosahatchee River  | *Gate Overtop @4.2 |  0.42   |      0  | 28,900   |      0 |
|___________|_______________________|____________________|_________|_________|__________|________|
| S-308 HW  | Lake Okeechobee       | Lake Level         | 12.79   |   -524  | 14,800   |        |
| S-308 TW  | St. Lucie Canal       | 14.0-14.5          | 12.81   |         |          |        |
| S-308 Blw | St. Lucie Canal       | 14.0-14.5          | 12.81   |      0  |          |        |
| S-80 Abv  | St. Lucie Canal       | 14.0-14.5          | 11.11   |         | 16,900   |        |
| S-80 HW   | St. Lucie Canal       | 14.0-14.5          | 12.61   |      0  | 16,900   |      0 |
| S-80 TW   | St. Lucie Canal       | Less than 3.2      |  1.39   |         |          |        |
| South Fork| St. Lucie Canal       | Less than 3.0      |  1.31   |         |          |        |
|___________|_______________________|____________________|_________|_________|__________|________|
| C-10A HW  | Levee/Canal Point     | ------------------ |  -NR-   |     82  |  1,000   |
| C-10A TW  | Levee/Canal Point     | 12.0-14.0          | 12.95   |         |          |
| S-2 HW    | Hillsboro/N New River | 11.5-12.0          | 11.11   |      0  |  3,600   |
| S-2 TW    | Lake Okeechobee       | ------------------ | 11.88   |         |          |
| S-3 HW    | Miami Canal           | 11.5-12.0          | 11.15   |      0  |  2,580   |
| S-3 TW    | Lake Okeechobee       | ------------------ | 12.79   |         |          |
| S-4 HW    | Canal 20              | 13.0               | 11.36   |      0  |  2,805   |
| S-4 TW    | Lake Okeechobee       | ------------------ | 12.85   |         |          |
| S-5A HW   | West Palm Beach Canal | 11.5-12.0          | 10.07   |    848  |  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          | 10.72   |      0  |  2,925   |
| S-6 TW    | Hillsboro Canal       | ------------------ | 12.72   |         |          |
| S-7 HW    | N New River Canal     | 11.5-12.0          | 10.65   |   -427  |  2,490   |
| S-7 TW    | N New River Canal     | ------------------ | 11.81   |         |          |
| S-8 HW    | Miami Canal           | 11.5-12.0          | 10.61   |      0  |  4,160   |
| S-8 TW    | Miami Canal           | ------------------ | 11.10   |         |          |
| S-47D HW  | Canal 19              | 12.3-12.9          | 11.24   |   -147  |    945   |
| S-47D TW  | Canal 19              | ------------------ | 11.24   |         |          |
| S-47B HW  | Canal 19              | 13.0-15.0          | 13.24   |      0  |    400   |
| S-47B TW  | Canal 19              | ------------------ | 11.23   |         |          |
| S-65E HW  | Kissimmee River       | Note 3             | 21.18   |    129  | 26,000   |
| S-65E TW  | Kissimmee River       | Note 3             | 12.73   |         |          |
| 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             | 24.97   |  -NR-   |  9,000   |
| S-84 TW   | Canal 41A             | Note 3             | 12.78   |         |          |
| S-127 HW  | L-48 Borrow Canal     | 13.0-14.0          | 12.73   |     -4  |    625   |
| S-129 HW  | L-49 Borrow Canal     | 13.0-13.5          |  -NR-   |      0  |    375   |
| S-131 HW  | L-50 Borrow Canal     | 13.0-13.5          | 12.79   |     -6  |    250   |
| S-133 HW  | L-D4 Borrow Canal     | 13.0-14.0          | 12.40   |      0  |    625   |
| S-135 HW  | L-47 Borrow Canal     | 13.0-14.0          | 12.55   |      0  |    500   |
| S-153 HW  | L-65 Borrow Canal     | 18.6-19.1          | 18.68   |      0  |  4,400   |
| S-153 TW  | L-65 Borrow Canal     | ------------------ | 12.56   |         |          |
| S-154 HW  | L-62 Borrow Canal     | 23.0-24.0          | 21.32   |  -NR-   |  1,000   |
| S-154 TW  | L-62 Borrow Canal     | ------------------ | 12.74   |         |          |
| S-169 HW  | Industrial Canal      | 15.0 + Note 5      | 12.85   |      0  |    625   |
| S-191 HW  | C-59 and L-62(N) and  | 19.0               | 17.57   |      0  |  7,440   |
|           | L-63(S) Borrow Canal  |                    |         |         |          |
| S-192     | Taylor Creek          | 19.0               |         |         |     30   |
| S-235 HW  | L-D1 Borrow Canal     | 13.0               | 11.31   |     55  |    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