____________________________________________________________________________
  |                                    |                                       |
  |   McCLELLAN-KERR ARKANSAS RIVER    |     U.S. ARMY CORPS OF ENGINEERS      |
  |         NAVIGATION SYSTEM          |                                       |
  | FORECAST        DATE: 24 MAR 2017  |         LITTLE ROCK DISTRICT          |
  | FINAL EDITION - TIME: 10:54        |                                       |
  |____________________________________|_______________________________________|
  |                                    |                                       |
  |           CURRENT STATUS           |   FORECASTED AVERAGE DAILY RELEASES   |
  |                                    |             (X 1000 CFS)              |
  |____________________________________|_______________________________________|
  |                    |AVERAGE|  A.M. |       |       |       |       |       |
  |       PROJECT      |RELEASE|RELEASE|  FRI  |  SAT  |  SUN  |  MON  |  TUE  |
  |                    | (cfs) | (cfs) |       |       |       |       |       |
  |                    | 23MAR | 24MAR | 24MAR | 25MAR | 26MAR | 27MAR | 28MAR |
  |--------------------|-------|-------|-------|-------|-------|-------|-------|
  | CHOUTEAU   (L&D 17)|  N/A  |   200 |   0   |   0   |   0   |   0   |       |
  |                    |       |       |       |       |       |       |       |
  | WEBBERS    (L&D 16)|  N/A  |     0 |   6   |   4   |   3   |   2   |       |
  |                    |       |       |       |       |       |       |       |
  | KERR       (L&D 15)|  N/A  |  6500 |   8   |   5   |   3   |   4   |       |
  |--------------------|-------|-------|-------|-------|-------|-------|-------|
  | TRIMBLE    (L&D 13)|  7170 |  5000 |   5-10|   5-10|   0- 5|   0- 5|       |
  |                    |       |       |       |       |       |       |       |
  | OZARK      (L&D 12)|  7569 | 18000 |   5-10|   5-10|   5-10|   5-10|       |
  |                    |       |       |       |       |       |       |       |
  | DARDANELLE (L&D 10)|  5003 | 26000 |  10-15|  10-15|   5-10|   5-10|       |
  |                    |       |       |       |       |       |       |       |
  | ORMOND     (L&D  9)|  5094 |  5000 |  10-15|  10-15|  10-15|   5-10|       |
  |                    |       |       |       |       |       |       |       |
  | MURRAY     (L&D  7)|  6091 |  7000 |   5-10|  10-15|  10-15|   5-10|   5-10|
  |                    |       |       |       |       |       |       |       |
  | SANDERS    (L&D  4)|  6257 |  5000 |   5-10|   5-10|  10-15|  10-15|   5-10|
  |                    |       |       |       |       |       |       |       |
  | HARDIN     (L&D  3)|  5730 |  4000 |   5-10|   5-10|  10-15|  10-15|  10-15|
  |____________________|_______|_______|_______|_______|_______|_______|_______|
  |                    |       |       |       |       |       |       |       |
  | LOCK 1 T.W. (elev) |(132.7)|(131.3)|(131.3)|(130.5)|(130.2)|(130.4)|(131.0)|
  |                    |       |       |       |       |       |       |       |
  | WREC DIFF.         |   1.1 |   1.1 |   1.1 |   1.1 |   1.1 |   1.1 |   1.1 |
  |                    |       |       |       |       |       |       |       |
  | MPLD HW-ELEV(elev) |(131.6)|(130.2)|(130.2)|(129.4)|(129.1)|(129.3)|(129.9)|
  |                    |       |       |       |       |       |       |       |
  | MPLD TW-ELEV(elev) |(131.6)|(130.2)|(130.2)|(129.3)|(129.0)|(129.2)|(129.8)|
  |                    |       |       |       |       |       |       |       |
  | CLARENDON   (flow) | 25949 | 25253 |  25   |  24   |  25   |  25   |  25   |
  |____________________________________________________________________________|
  |                                                                            |
  | 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 =  LESS THAN ZERO PERCENT               |
  |____________________________________________________________________________|