____________________________________________________________________________
  |                                    |                                       |
  |   McCLELLAN-KERR ARKANSAS RIVER    |     U.S. ARMY CORPS OF ENGINEERS      |
  |         NAVIGATION SYSTEM          |                                       |
  | FORECAST        DATE: 20 NOV 2017  |         LITTLE ROCK DISTRICT          |
  | FINAL EDITION - TIME: 12:00        |                                       |
  |____________________________________|_______________________________________|
  |                                    |                                       |
  |           CURRENT STATUS           |   FORECASTED AVERAGE DAILY RELEASES   |
  |                                    |             (X 1000 CFS)              |
  |____________________________________|_______________________________________|
  |                    |AVERAGE|  A.M. |       |       |       |       |       |
  |       PROJECT      |RELEASE|RELEASE|  MON  |  TUE  |  WED  |  THU  |  FRI  |
  |                    | (cfs) | (cfs) |       |       |       |       |       |
  |                    | 19NOV | 20NOV | 20NOV | 21NOV | 22NOV | 23NOV | 24NOV |
  |--------------------|-------|-------|-------|-------|-------|-------|-------|
  | CHOUTEAU   (L&D 17)|  N/A  |     0 |   0   |   0   |   0   |   0   |       |
  |                    |       |       |       |       |       |       |       |
  | WEBBERS    (L&D 16)|  N/A  |  8900 |   2   |   3   |   4   |   3   |       |
  |                    |       |       |       |       |       |       |       |
  | KERR       (L&D 15)|  N/A  | 30500 |   7   |   7   |   8   |   8   |       |
  |--------------------|-------|-------|-------|-------|-------|-------|-------|
  | TRIMBLE    (L&D 13)|  2140 |     0 |   5-10|   5-10|   5-10|   5-10|       |
  |                    |       |       |       |       |       |       |       |
  | OZARK      (L&D 12)|   351 |     0 |   5-10|   5-10|   5-10|   5-10|       |
  |                    |       |       |       |       |       |       |       |
  | DARDANELLE (L&D 10)|  2399 | 29000 |   5-10|   5-10|   5-10|   5-10|       |
  |                    |       |       |       |       |       |       |       |
  | ORMOND     (L&D  9)|  5441 |     0 |   0- 5|   5-10|   5-10|   5-10|       |
  |                    |       |       |       |       |       |       |       |
  | MURRAY     (L&D  7)|  5016 |     0 |   0- 5|   5-10|   5-10|   5-10|   5-10|
  |                    |       |       |       |       |       |       |       |
  | SANDERS    (L&D  4)|  4565 |     0 |   0- 5|   5-10|   5-10|   5-10|   5-10|
  |                    |       |       |       |       |       |       |       |
  | HARDIN     (L&D  3)|  3549 |     0 |   0- 5|   5-10|   5-10|   5-10|   5-10|
  |____________________|_______|_______|_______|_______|_______|_______|_______|
  |                    |       |       |       |       |       |       |       |
  | LOCK 1 T.W. (elev) |(129.4)|(128.0)|(128.0)|(126.6)|(125.3)|(124.4)|(123.6)|
  |                    |       |       |       |       |       |       |       |
  | WREC DIFF.         |    .5 |    .5 |    .5 |    .6 |    .6 |    .7 |    .7 |
  |                    |       |       |       |       |       |       |       |
  | MPLD HW-ELEV(elev) |(129.0)|(127.4)|(127.5)|(126.0)|(124.7)|(123.7)|(122.9)|
  |                    |       |       |       |       |       |       |       |
  | MPLD TW-ELEV(elev) |(128.9)|(127.3)|(127.4)|(125.9)|(124.6)|(123.6)|(122.8)|
  |                    |       |       |       |       |       |       |       |
  | CLARENDON   (flow) | 10434 | 10485 |  10   |  10   |  10   |  10   |  10   |
  |____________________________________________________________________________|
  |                                                                            |
  | 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 =  3.0% BELOW TOP OF CONSERVATION POOL  |
  |____________________________________________________________________________|