&10o
(8U(s0p10.00h12.0v0s0b3T
                            RESERVOIR INFLOW COMPUTATIONS (1)
                          YADKIN - PEE DEE RIVER BASIN, N.C.
          W. KERR SCOTT RESERVOIR                            FEBRUARY 2001  

              ELEVATION,FT,MSL            CHANGE IN CONTENTS      FLOW, CFS
              ________________            __________________      _________
                                TOTAL
          (2)  GUIDE RESERVOIR CONTENTS ACRE -  DAY-SEC-FEET       (3)
     DATE HOUR CURVE   LEVEL      AF     FEET  STORED DRAWDOWN OUTFLOW INFLOW
     __________________________________________________________________________
             1030.00  1029.03    40083.
       1     1030.00  1028.92    39947.  -136.           -69.    326.    257
       2     1030.00  1028.81    39798.  -149.           -75.    303.    228
       3     1030.00  1028.69    39637.  -161.           -81.    303.    222
       4     1030.00  1028.56    39461.  -176.           -89.    301.    212
       5     1030.00  1028.45    39313.  -148.           -75.    301.    226
       6     1030.00  1028.32    39137.  -176.           -89.    301.    212
       7     1030.00  1028.19    38962.  -175.           -88.    300.    212
       8     1030.00  1028.05    38772.  -190.           -96.    299.    203
       9     1030.00  1027.92    38597.  -175.           -88.    272.    184
      10     1030.00  1027.87    38529.   -68.           -34.    216.    182
      11     1030.00  1027.84    38489.   -40.           -20.    231.    211
      12     1030.00  1027.72    38327.  -162.           -82.    231.    149
      13     1030.00  1027.66    38246.   -81.           -41.    231.    190
      14     1030.00  1027.62    38192.   -54.           -27.    231.    204
      15     1030.00  1027.57    38124.   -68.           -34.    231.    197
      16     1030.00  1027.54    38084.   -40.           -20.    230.    210
      17     1030.00  1027.57    38124.    40.    20.            223.    243
      18     1030.00  1027.57    38124.     0.     0.            209.    209
      19     1030.00  1027.53    38070.   -54.           -27.    208.    181
      20     1030.00  1027.48    38002.   -68.           -34.    207.    173
      21     1030.00  1027.44    37948.   -54.           -27.    207.    180
      22     1030.00  1027.44    37948.     0.     0.            207.    207
      23     1030.00  1027.44    37948.     0.     0.            207.    207
      24     1030.00  1027.44    37948.     0.     0.            207.    207
      25     1030.00  1027.51    38043.    95.    48.            207.    255
      26     1030.00  1027.83    38475.   432.   218.            208.    426
      27     1030.00  1028.06    38786.   311.   157.            209.    366
      28     1030.00  1028.15    38908.   122.    62.            209.    271
     __________________________________________________________________________

       TOTAL FOR MONTH................  -1175.   505.  -1096.   6815.   6224.
       NET CHANGE IN DAY-SECOND-FEET..   -592.          -591.    591.
       AVERAGE FLOW IN C.F.S..........                   -21.    243.    222.

       CHANGE IN CONTENTS FOR MO.(4)..  -1175.

       (1) COMPUTATIONS BASED ON THE FEBRUARY 1986 CAPACITY TABLE.

       (2) BY 24-HOUR CLOCK, TIME IS 2400(MIDN.) 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.

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