____________________________________________________________________________
  |                                    |                                       |
  |   McCLELLAN-KERR ARKANSAS RIVER    |     U.S. ARMY CORPS OF ENGINEERS      |
  |         NAVIGATION SYSTEM          |                                       |
  | FORECAST        DATE: 14 AUG 2018  |         LITTLE ROCK DISTRICT          |
  | FINAL EDITION - TIME: 10:57        |                                       |
  |____________________________________|_______________________________________|
  |                                    |                                       |
  |           CURRENT STATUS           |   FORECASTED AVERAGE DAILY RELEASES   |
  |                                    |             (X 1000 CFS)              |
  |____________________________________|_______________________________________|
  |                    |AVERAGE|  A.M. |       |       |       |       |       |
  |       PROJECT      |RELEASE|RELEASE|  TUE  |  WED  |  THU  |  FRI  |  SAT  |
  |                    | (cfs) | (cfs) |       |       |       |       |       |
  |                    | 13AUG | 14AUG | 14AUG | 15AUG | 16AUG | 17AUG | 18AUG |
  |--------------------|-------|-------|-------|-------|-------|-------|-------|
  | CHOUTEAU   (L&D 17)|  N/A  |     0 |   0   |   0   |   0   |   0   |       |
  |                    |       |       |       |       |       |       |       |
  | WEBBERS    (L&D 16)|  N/A  |     0 |   3   |   4   |   3   |   4   |       |
  |                    |       |       |       |       |       |       |       |
  | KERR       (L&D 15)|  N/A  |     0 |   6   |   8   |   8   |   7   |       |
  |--------------------|-------|-------|-------|-------|-------|-------|-------|
  | TRIMBLE    (L&D 13)|  7728 | 14000 |   5-10|   5-10|   5-10|   5-10|       |
  |                    |       |       |       |       |       |       |       |
  | OZARK      (L&D 12)|  6249 |     0 |   5-10|   5-10|   5-10|   5-10|       |
  |                    |       |       |       |       |       |       |       |
  | DARDANELLE (L&D 10)|  8166 | 18000 |  10-15|  10-15|  10-15|   5-10|       |
  |                    |       |       |       |       |       |       |       |
  | ORMOND     (L&D  9)|  8382 | 12000 |  10-15|  10-15|  10-15|   5-10|       |
  |                    |       |       |       |       |       |       |       |
  | MURRAY     (L&D  7)|  6837 | 11000 |  10-15|  10-15|  10-15|  10-15|   5-10|
  |                    |       |       |       |       |       |       |       |
  | SANDERS    (L&D  4)|  7819 | 15000 |  10-15|  10-15|  10-15|  10-15|   5-10|
  |                    |       |       |       |       |       |       |       |
  | HARDIN     (L&D  3)|  7772 | 15000 |  15-20|  10-15|  10-15|  10-15|  10-15|
  |____________________|_______|_______|_______|_______|_______|_______|_______|
  |                    |       |       |       |       |       |       |       |
  | LOCK 1 T.W. (elev) |(124.0)|(123.6)|(123.6)|(123.2)|(123.3)|(123.6)|(123.9)|
  |                    |       |       |       |       |       |       |       |
  | WREC DIFF.         |    .8 |    .9 |    .9 |    .9 |    .9 |    .8 |    .8 |
  |                    |       |       |       |       |       |       |       |
  | MPLD HW-ELEV(elev) |(123.2)|(122.7)|(122.7)|(122.3)|(122.4)|(122.8)|(123.1)|
  |                    |       |       |       |       |       |       |       |
  | MPLD TW-ELEV(elev) |(123.0)|(122.6)|(122.5)|(122.1)|(122.2)|(122.6)|(122.9)|
  |                    |       |       |       |       |       |       |       |
  | CLARENDON   (flow) | 13053 | 13135 |  13   |  13   |  13   |  12   |  12   |
  |____________________________________________________________________________|
  |                                                                            |
  | 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 PERCENT BELOW TOP OF CONS. POOL
  |____________________________________________________________________________|