&10o
(8U(s0p10.00h12.0v0s0b3T
                            RESERVOIR INFLOW COMPUTATIONS (1)
                               NEUSE RIVER BASIN, N.C.
                 FALLS LAKE                            FEBRUARY 2001  

          ELEVATION,FT,MSL            CHANGE IN CONTENTS      FLOW, CFS
          ________________            __________________      _________
                            TOTAL
     (2)  GUIDE  RESERVOIR CONTENTS  ACRE -  DAY-SEC-FEET     (3) WATER
     DATE CURVE   LEVEL      AF     FEET  STORED DRAWDOWN OUTFLOW SUPPLY INFLOW
     __________________________________________________________________________
         251.50  249.86    106613.
       1 251.50  249.85    106505.  -108.           -54.     96.    63.    105
       2 251.50  249.87    106721.   216.   109.             96.    82.    287
       3 251.50  249.79    105856.  -865.          -436.     96.    65.   -275
       4 251.50  249.80    105964.   108.    54.             96.    61.    211
       5 251.50  249.76    105532.  -432.          -218.     96.    69.    -53
       6 251.50  249.79    105856.   324.   163.             96.    64.    323
       7 251.50  249.77    105640.  -216.          -109.     96.    75.     62
       8 251.50  249.76    105532.  -108.           -54.     96.    70.    112
       9 251.50  249.74    105316.  -216.          -109.     96.    56.     43
      10 251.50  249.78    105748.   432.   218.             96.    75.    389
      11 251.50  249.69    104775.  -973.          -491.     95.    63.   -333
      12 251.50  249.74    105316.   541.   273.             95.    68.    436
      13 251.50  249.74    105316.     0.     0.             96.    57.    153
      14 251.50  249.77    105640.   324.   163.             96.    62.    321
      15 251.50  249.77    105640.     0.     0.             96.    71.    167
      16 251.50  249.90    107046.  1406.   709.             96.    70.    875
      17 251.50  250.54    114395.  7349.  3705.             96.    64.   3865
      18 251.50  250.76    116949.  2554.  1288.             96.    73.   1457
      19 251.50  250.86    118110.  1161.   585.             97.    62.    744
      20 251.50  250.98    119503.  1393.   702.             97.    70.    869
      21 251.50  251.02    119983.   480.   242.             97.    68.    407
      22 251.50  251.12    121224.  1241.   626.             97.    59.    782
      23 251.50  251.12    121224.     0.     0.             97.    67.    164
      24 251.50  251.12    121224.     0.     0.             97.    72.    169
      25 251.50  251.22    122465.  1241.   626.             97.    56.    779
      26 251.50  251.27    123085.   620.   313.             97.    81.    491
      27 251.50  251.31    123582.   497.   251.             97.    62.    410
      28 251.50  251.33    123830.   248.   125.             97.    71.    293
     __________________________________________________________________________

   TOTAL FOR MONTH................ 17217. 10152.  -1471.   2696.  1876.  13253.
   NET CHANGE IN DAY-SECOND-FEET..  8680.  8681.                          8681.
   AVERAGE FLOW IN C.F.S..........          310.             96.    67.    473.

   CHANGE IN CONTENTS FOR MO.(4).. 17217.

       (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE.

       (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS
      OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS
      ARE FOR PERIOD ENDING AT TIME INDICATED.

       (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION
      LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY
      WITHDRAWALS (SEE NEXT COLUMN).

       (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH.