____________________________________________________________________________
  |                                    |                                       |
  |   McCLELLAN-KERR ARKANSAS RIVER    |     U.S. ARMY CORPS OF ENGINEERS      |
  |         NAVIGATION SYSTEM          |                                       |
  | FORECAST        DATE: 25 MAR 2023  |         LITTLE ROCK DISTRICT          |
  | FINAL EDITION - TIME: 10:23        |                                       |
  |____________________________________|_______________________________________|
  |                                    |                                       |
  |           CURRENT STATUS           |   FORECASTED AVERAGE DAILY RELEASES   |
  |                                    |             (X 1000 CFS)              |
  |____________________________________|_______________________________________|
  |                    |AVERAGE|  A.M. |       |       |       |       |       |
  |       PROJECT      |RELEASE|RELEASE|  SAT  |  SUN  |  MON  |  TUE  |  WED  |
  |                    | (cfs) | (cfs) |       |       |       |       |       |
  |                    | 24MAR | 25MAR | 25MAR | 26MAR | 27MAR | 28MAR | 29MAR |
  |--------------------|-------|-------|-------|-------|-------|-------|-------|
  | CHOTEAU    (L&D 17)|  N/A  |  N/A  |  N/A  |  N/A  |  N/A  |  N/A  |       |
  |                    |       |       |       |       |       |       |       |
  | WEBBER     (L&D 16)|  N/A  |  N/A  |  N/A  |  N/A  |  N/A  |  N/A  |       |
  |                    |       |       |       |       |       |       |       |
  | KERR       (L&D 15)|  N/A  |  N/A  |  N/A  |  N/A  |  N/A  |  N/A  |       |
  |--------------------|-------|-------|-------|-------|-------|-------|-------|
  | TRIMBLE    (L&D 13)| 90484 |163000 | 155   | 115   | 100   |  75   |       |
  |                    |       |       |       |       |       |       |       |
  | OZARK      (L&D 12)| 98319 |195000 | 190   | 150   | 115   |  95   |       |
  |                    |       |       |       |       |       |       |       |
  | DARDANELLE (L&D 10)|100453 |239000 | 230   | 200   | 145   | 120   |       |
  |                    |       |       |       |       |       |       |       |
  | ORMOND     (L&D  9)| 62245 |192000 | 200   | 220   | 165   | 140   |       |
  |                    |       |       |       |       |       |       |       |
  | MURRAY     (L&D  7)| 57230 |143000 | 160   | 240   | 230   | 190   | 165   |
  |                    |       |       |       |       |       |       |       |
  | SANDERS    (L&D  4)| 56448 | 96000 | 125   | 200   | 235   | 210   | 175   |
  |                    |       |       |       |       |       |       |       |
  | HARDIN     (L&D  3)| 57802 | 99000 | 115   | 160   | 240   | 230   | 185   |
  |____________________|_______|_______|_______|_______|_______|_______|_______|
  |                    |       |       |       |       |       |       |       |
  | LOCK 1 T.W. (elev) |(141.0)|(140.0)|(140.0)|(139.8)|(140.4)|(141.3)|(142.6)|
  |                    |       |       |       |       |       |       |       |
  | WREC DIFF.         |   4.3 |   4.1 |   4.1 |   4.2 |   4.1 |   3.8 |   3.4 |
  |                    |       |       |       |       |       |       |       |
  | MPLD HW-ELEV(elev) |(136.8)|(135.9)|(135.9)|(135.6)|(136.3)|(137.5)|(139.2)|
  |                    |       |       |       |       |       |       |       |
  | MPLD TW-ELEV(elev) |(136.7)|(135.6)|(135.6)|(135.3)|(136.1)|(137.3)|(139.0)|
  |                    |       |       |       |       |       |       |       |
  | CLARENDON   (flow) |?MISST | 71059 |  74   |  75   |  77   |  78   |  79   |
  |____________________________________________________________________________|
  |                                                                            |
  | 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 =  6.0 PERCENT                          |
  |____________________________________________________________________________|

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