____________________________________________________________________________
  |                                    |                                       |
  |   McCLELLAN-KERR ARKANSAS RIVER    |     U.S. ARMY CORPS OF ENGINEERS      |
  |         NAVIGATION SYSTEM          |                                       |
  | FORECAST        DATE: 24 AUG 2016  |         LITTLE ROCK DISTRICT          |
  | FINAL EDITION - TIME: 10:54        |                                       |
  |____________________________________|_______________________________________|
  |                                    |                                       |
  |           CURRENT STATUS           |   FORECASTED AVERAGE DAILY RELEASES   |
  |                                    |             (X 1000 CFS)              |
  |____________________________________|_______________________________________|
  |                    |AVERAGE|  A.M. |       |       |       |       |       |
  |       PROJECT      |RELEASE|RELEASE|  WED  |  THU  |  FRI  |  SAT  |  SUN  |
  |                    | (cfs) | (cfs) |       |       |       |       |       |
  |                    | 23AUG | 24AUG | 24AUG | 25AUG | 26AUG | 27AUG | 28AUG |
  |--------------------|-------|-------|-------|-------|-------|-------|-------|
  | CHOUTEAU   (L&D 17)|  N/A  |   500 |   0   |   0   |   0   |   0   |       |
  |                    |       |       |       |       |       |       |       |
  | WEBBERS    (L&D 16)|  N/A  |     0 |  13   |  17   |  16   |  15   |       |
  |                    |       |       |       |       |       |       |       |
  | KERR       (L&D 15)|  N/A  |     0 |  14   |  20   |  20   |  16   |       |
  |--------------------|-------|-------|-------|-------|-------|-------|-------|
  | TRIMBLE    (L&D 13)|  4848 |     0 |  10-15|  15-20|  20   |  15-20|       |
  |                    |       |       |       |       |       |       |       |
  | OZARK      (L&D 12)|  6338 |     0 |   5-10|  15-20|  20   |  20   |       |
  |                    |       |       |       |       |       |       |       |
  | DARDANELLE (L&D 10)|  6538 |     0 |   5-10|  10-15|  21   |  21   |       |
  |                    |       |       |       |       |       |       |       |
  | ORMOND     (L&D  9)|  9059 | 10000 |   5-10|  10-15|  15-20|  22   |       |
  |                    |       |       |       |       |       |       |       |
  | MURRAY     (L&D  7)| 14343 | 14000 |  10-15|  10-15|  15-20|  23   |  23   |
  |                    |       |       |       |       |       |       |       |
  | SANDERS    (L&D  4)| 17438 | 21000 |  10-15|  10-15|  15-20|  21   |  24   |
  |                    |       |       |       |       |       |       |       |
  | HARDIN     (L&D  3)| 16518 | 21000 |  15-20|  10-15|  15-20|  20   |  24   |
  |____________________|_______|_______|_______|_______|_______|_______|_______|
  |                    |       |       |       |       |       |       |       |
  | LOCK 1 T.W. (elev) |(133.1)|(132.9)|(132.9)|(132.2)|(131.8)|(131.7)|(131.8)|
  |                    |       |       |       |       |       |       |       |
  | WREC DIFF.         |   1.0 |   1.2 |   1.2 |   1.2 |   1.4 |   1.6 |   1.8 |
  |                    |       |       |       |       |       |       |       |
  | MPLD HW-ELEV(elev) |(132.0)|(131.7)|(131.7)|(131.0)|(130.4)|(130.1)|(130.0)|
  |                    |       |       |       |       |       |       |       |
  | MPLD TW-ELEV(elev) |(131.9)|(131.6)|(131.6)|(130.9)|(130.3)|(130.0)|(129.9)|
  |                    |       |       |       |       |       |       |       |
  | CLARENDON   (flow) | 35697 | 36368 |  36   |  37   |  38   |  38   |  38   |
  |____________________________________________________________________________|
  |                                                                            |
  | NOTES:  ALL FLOWS ARE FOR MIDNIGHT TO MIDNIGHT.  ELEVATIONS ARE FOR THE    |
  | MORNING OF THE REPORT.  THE TRAVEL TIME FROM CLARENDON TO THE ENTRANCE     |
  | CHANNEL VARIES FROM 2-3 DAYS.  E= ESTIMATED VALUE.  N/A = NOT AVAILABLE.   |
  | ASSUMING NO ADDITIONAL PRECIPITATION OCCURS ON CURRENT GROUND CONDITIONS.  |
  |                                                                            |
  | EQUIVALENT SYSTEM STORAGE UTILIZED =   1.0 PERCENT
                        |
  |____________________________________________________________________________|