____________________________________________________________________________
  |                                    |                                       |
  |   McCLELLAN-KERR ARKANSAS RIVER    |     U.S. ARMY CORPS OF ENGINEERS      |
  |         NAVIGATION SYSTEM          |                                       |
  | FORECAST        DATE: 22 JUN 2018  |         LITTLE ROCK DISTRICT          |
  | FINAL EDITION - TIME: 10:57        |                                       |
  |____________________________________|_______________________________________|
  |                                    |                                       |
  |           CURRENT STATUS           |   FORECASTED AVERAGE DAILY RELEASES   |
  |                                    |             (X 1000 CFS)              |
  |____________________________________|_______________________________________|
  |                    |AVERAGE|  A.M. |       |       |       |       |       |
  |       PROJECT      |RELEASE|RELEASE|  FRI  |  SAT  |  SUN  |  MON  |  TUE  |
  |                    | (cfs) | (cfs) |       |       |       |       |       |
  |                    | 21JUN | 22JUN | 22JUN | 23JUN | 24JUN | 25JUN | 26JUN |
  |--------------------|-------|-------|-------|-------|-------|-------|-------|
  | CHOUTEAU   (L&D 17)|  N/A  |  1400 |   1   |   1   |   1   |   1   |       |
  |                    |       |       |       |       |       |       |       |
  | WEBBERS    (L&D 16)|  N/A  |     0 |   4   |   4   |   3   |   1   |       |
  |                    |       |       |       |       |       |       |       |
  | KERR       (L&D 15)|  N/A  |     0 |   7   |   5   |   3   |   3   |       |
  |--------------------|-------|-------|-------|-------|-------|-------|-------|
  | TRIMBLE    (L&D 13)| 18725 |     0 |   5-10|   5-10|   5-10|   5-10|       |
  |                    |       |       |       |       |       |       |       |
  | OZARK      (L&D 12)| 18540 |  9000 |   5-10|   5-10|   5-10|   5-10|       |
  |                    |       |       |       |       |       |       |       |
  | DARDANELLE (L&D 10)| 16976 |     0 |   5-10|   5-10|   5-10|   5-10|       |
  |                    |       |       |       |       |       |       |       |
  | ORMOND     (L&D  9)| 14796 | 12000 |   5-10|   5-10|   5-10|   5-10|       |
  |                    |       |       |       |       |       |       |       |
  | MURRAY     (L&D  7)| 13552 | 19000 |  10-15|   5-10|   5-10|   5-10|   5-10|
  |                    |       |       |       |       |       |       |       |
  | SANDERS    (L&D  4)| 14161 | 14000 |  10-15|   5-10|   5-10|   5-10|   5-10|
  |                    |       |       |       |       |       |       |       |
  | HARDIN     (L&D  3)| 12944 | 12000 |  10-15|   5-10|   5-10|   5-10|   5-10|
  |____________________|_______|_______|_______|_______|_______|_______|_______|
  |                    |       |       |       |       |       |       |       |
  | LOCK 1 T.W. (elev) |(133.1)|(133.2)|(133.2)|(132.9)|(132.5)|(131.8)|(131.5)|
  |                    |       |       |       |       |       |       |       |
  | WREC DIFF.         |    .9 |    .9 |    .9 |    .8 |    .9 |    .9 |   1.1 |
  |                    |       |       |       |       |       |       |       |
  | MPLD HW-ELEV(elev) |(132.2)|(132.2)|(132.3)|(132.1)|(131.6)|(130.9)|(130.4)|
  |                    |       |       |       |       |       |       |       |
  | MPLD TW-ELEV(elev) |(132.0)|(132.1)|(132.1)|(131.8)|(131.3)|(130.7)|(130.2)|
  |                    |       |       |       |       |       |       |       |
  | CLARENDON   (flow) | 25584 | 25648 |  26   |  26   |  26   |  26   |  26   |
  |____________________________________________________________________________|
  |                                                                            |
  | 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 =   0.7 PERCENT
                        |
  |____________________________________________________________________________|