____________________________________________________________________________
  |                                    |                                       |
  |   McCLELLAN-KERR ARKANSAS RIVER    |     U.S. ARMY CORPS OF ENGINEERS      |
  |         NAVIGATION SYSTEM          |                                       |
  | FORECAST        DATE: 20 JAN 2017  |         LITTLE ROCK DISTRICT          |
  | FINAL EDITION - TIME: 11:39        |                                       |
  |____________________________________|_______________________________________|
  |                                    |                                       |
  |           CURRENT STATUS           |   FORECASTED AVERAGE DAILY RELEASES   |
  |                                    |             (X 1000 CFS)              |
  |____________________________________|_______________________________________|
  |                    |AVERAGE|  A.M. |       |       |       |       |       |
  |       PROJECT      |RELEASE|RELEASE|  FRI  |  SAT  |  SUN  |  MON  |  TUE  |
  |                    | (cfs) | (cfs) |       |       |       |       |       |
  |                    | 19JAN | 20JAN | 20JAN | 21JAN | 22JAN | 23JAN | 24JAN |
  |--------------------|-------|-------|-------|-------|-------|-------|-------|
  | CHOUTEAU   (L&D 17)|  N/A  |  1800 |   2   |   2   |   2   |   2   |       |
  |                    |       |       |       |       |       |       |       |
  | WEBBERS    (L&D 16)|  N/A  | 23600 |  13   |   7   |   6   |   7   |       |
  |                    |       |       |       |       |       |       |       |
  | KERR       (L&D 15)|  N/A  | 15400 |  12   |   9   |   6   |   8   |       |
  |--------------------|-------|-------|-------|-------|-------|-------|-------|
  | TRIMBLE    (L&D 13)| 15000 | 14000 |  10-15|  10-15|   5-10|   5-10|       |
  |                    |       |       |       |       |       |       |       |
  | OZARK      (L&D 12)| 15919 | 21000 |  10-15|  10-15|   5-10|   5-10|       |
  |                    |       |       |       |       |       |       |       |
  | DARDANELLE (L&D 10)| 14208 | 17000 |  10-15|  10-15|   5-10|   5-10|       |
  |                    |       |       |       |       |       |       |       |
  | ORMOND     (L&D  9)| 10862 |  8000 |  10-15|  10-15|   5-10|   5-10|       |
  |                    |       |       |       |       |       |       |       |
  | MURRAY     (L&D  7)| 10858 | 10000 |  10-15|  10-15|  10-15|   5-10|   5-10|
  |                    |       |       |       |       |       |       |       |
  | SANDERS    (L&D  4)| 10113 | 12000 |  10-15|  10-15|  10-15|   5-10|   5-10|
  |                    |       |       |       |       |       |       |       |
  | HARDIN     (L&D  3)|  9560 | 10000 |  10-15|  10-15|  10-15|   5-10|   5-10|
  |____________________|_______|_______|_______|_______|_______|_______|_______|
  |                    |       |       |       |       |       |       |       |
  | LOCK 1 T.W. (elev) |(129.3)|(130.6)|(130.6)|(132.4)|(134.2)|(135.8)|(137.1)|
  |                    |       |       |       |       |       |       |       |
  | WREC DIFF.         |    .6 |    .5 |    .5 |    .5 |    .4 |    .4 |    .3 |
  |                    |       |       |       |       |       |       |       |
  | MPLD HW-ELEV(elev) |(128.7)|(130.1)|(130.1)|(131.9)|(133.8)|(135.4)|(136.8)|
  |                    |       |       |       |       |       |       |       |
  | MPLD TW-ELEV(elev) |(128.7)|(130.1)|(130.1)|(131.8)|(133.7)|(135.3)|(136.7)|
  |                    |       |       |       |       |       |       |       |
  | CLARENDON   (flow) | 17419 | 17852 |  18   |  18   |  19   |  19   |  19   |
  |____________________________________________________________________________|
  |                                                                            |
  | 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               |
  |____________________________________________________________________________|