optelev
                      Real Time Data with
                 Optimum Water Control Elevations
                   Run Time = 22SEP2018 @ 21:15
 
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   |
|           |                       | Control Elevation  |Elevation| Flow    | Capacity    |
|           |                       | (FT-NGVD)          |(FT-NGVD)| (CFS)   | (cfs)       |
|___________|_______________________|____________________|_________|_________|_____________|
|__________________________________________________________________________________________|
| S-77 HW   | Lake Okeechobee       | Lake Level         | 14.79   |  2,178  |  9,300 cfs  |
| S-77 TW   | Caloosahatchee River  | 10.6-11.5          | 11.21   |         |             |
| S-77 BL   | Caloosahatchee River  | 10.6-11.5          | 11.28   |  1,879  |             |
| S-78 HW   | Caloosahatchee River  | 10.6-11.5          | 11.09   |         |             |
| S-78 TW   | Caloosahatchee River  | 2.8-3.2            |  3.10   |  1,603  |  8,660 cfs  |
| S-79 HW   | Caloosahatchee River  | 2.8-3.2            |  3.11   |         |             |
| S-79 TW   | Caloosahatchee River  | *Gate Overtop @4.2 |  1.10   |  3,922  | 28,900 cfs  |
|___________|_______________________|____________________|_________|_________|_____________|
| S-308 HW  | Lake Okeechobee       | Lake Level         | 14.54   |      0  | 14,800 cfs  |
| S-308 TW  | St. Lucie Canal       | 14.0-14.5          | 14.27   |         |             |
| S-308 BL  | St. Lucie Canal       | 14.0-14.5          | 14.26   |     25  |             |
| S-80 Abv  | St. Lucie Canal       | 14.0-14.5          | 12.85   |         | 16,900 cfs  |
| S-80 HW   | St. Lucie Canal       | 14.0-14.5          | 14.35   |      0  | 16,900 cfs  |
| S-80 TW   | St. Lucie Canal       | Less than 3.2      |  1.40   |         |             |
| South Fork| St. Lucie Canal       | Less than 3.0      |  1.06   |         |             |
|___________|_______________________|____________________|_________|_________|_____________|
| C-10A HW  | Levee/Canal Point     | ------------------ |  -NR-   |     0   |  1,000 cfs  |
| C-10A TW  | Levee/Canal Point     | 12.0-14.0          | 12.70   |         |             |
| S-2 HW    | Hillsboro/N New River | 11.5-12.0          | 10.26   |      0  |  3,600 cfs  |
| S-2 TW    | Lake Okeechobee       | ------------------ | 14.80   |         |             |
| S-3 HW    | Miami Canal           | 11.5-12.0          | 10.57   |      0  |  2,580 cfs  |
| S-3 TW    | Lake Okeechobee       | ------------------ | 14.79   |         |             |
| S-4 HW    | Canal 20              | 13.0               | 11.29   |      0  |  2,805 cfs  |
| S-4 TW    | Lake Okeechobee       | ------------------ | 14.86   |         |             |
| S-5A HW   | West Palm Beach Canal | 11.5-12.0          | 10.14   |      0  |  4,800 cfs  |
| S-5AE     | Levee and Canal 8     | Note 1             |         |         |    700 cfs  |
| S-5AW     | Levee and Canal 8     | Note 1             |         |         |    700 cfs  |
| S-5AS     | Levee and Canal 8     | Note 1             |         |         |  2,000 cfs  |
| S-5AX     | Levee and Canal 8     | Note 2             |         |         |             |
| S-6 HW    | Hillsboro Canal       | 11.5-12.0          | 10.37   |      0  |  2,925 cfs  |
| S-6 TW    | Hillsboro Canal       | ------------------ | 14.96   |         |             |
| S-7 HW    | N New River Canal     | 11.5-12.0          |  9.47   |  1,658  |  2,490 cfs  |
| S-7 TW    | N New River Canal     | ------------------ | 14.52   |         |             |
| S-8 HW    | Miami Canal           | 11.5-12.0          | 10.43   |      0  |  4,160 cfs  |
| S-8 TW    | Miami Canal           | ------------------ | 11.75   |         |             |
| S-47D HW  | Canal 19              | 12.3-12.9          | 11.29   |     39  |    945 cfs  |
| S-47D TW  | Canal 19              | ------------------ | 11.29   |         |             |
| S-47B HW  | Canal 19              | 13.0-15.0          | 14.06   |      0  |    400 cfs  |
| S-47B TW  | Canal 19              | ------------------ | 12.19   |         |             |
| S-65E HW  | Kissimmee River       | Note 3             | 21.09   |  2,489  | 26,000 cfs  |
| S-65E TW  | Kissimmee River       | Note 3             | 14.53   |         |             |
| S-65EX1   | Kissimmee River       | Next to S-65E      |         |  2,489  |             |
| S-71      | Canal 41              | Note 3             |         |         |  6,800 cfs  |
| S-72      | Canal 40              | Note 3             |         |         |  3,800 cfs  |
| S-76      | Levee and Canal 8     | Note 1             |         |         |  1,000 cfs  |
| S-84 HW   | Canal 41A             | Note 3             | 24.64   |  -NR-   |  9,000 cfs  |
| S-84 TW   | Canal 41A             | Note 3             | 14.28   |         |             |
| S-127 HW  | L-48 Borrow Canal     | 13.0-14.0          | 13.44   |      0  |   625 cfs   |
| S-129 HW  | L-49 Borrow Canal     | 13.0-13.5          |  -NR-   |      0  |   375 cfs   |
| S-131 HW  | L-50 Borrow Canal     | 13.0-13.5          | 12.81   |      0  |   250 cfs   |
| S-133 HW  | L-D4 Borrow Canal     | 13.0-14.0          | 13.48   |      0  |   625 cfs   |
| S-135 HW  | L-47 Borrow Canal     | 13.0-14.0          | 13.12   |      0  |   500 cfs   |
| S-153 HW  | L-65 Borrow Canal     | 18.6-19.1          | 18.70   |     21  | 4,400 cfs   |
| S-153 TW  | L-65 Borrow Canal     | ------------------ | 14.10   |         |             |
| S-154 HW  | L-62 Borrow Canal     | 23.0-24.0          | 22.35   |  -NR-   | 1,000 cfs   |
| S-154 TW  | L-62 Borrow Canal     | ------------------ | 14.19   |         |             |
| S-169 HW  | Industrial Canal      | 15.0 + Note 5      | 14.91   |      0  |   625 cfs   |
| S-191 HW  | C-59 and L-62(N) and  | 19.0               | 18.49   |      0  | 7,440 cfs   |
|           | L-63(S) Borrow Canal  |                    |         |         |             |
| S-192     | Taylor Creek          | 19.0               |         |         |    30 cfs   |
| S-235 HW  | L-D1 Borrow Canal     | 13.0               | 11.30   |    -64  |   200 cfs   |
|           | Connector             |                    |         |         |             |
| S-236 HW  | Bare Bch Drainage Dist| 13.0               |         |       0 |   255 cfs   |
|___________|_______________________|____________________|_________|_________|_____________|
 
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