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                            RESERVOIR INFLOW COMPUTATIONS (1)
                                 SMITH RIVER, VA.
           PHILPOTT LAKE                                     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
     __________________________________________________________________________
              971.50   966.30  144852.0
       1      971.53   966.29  144826.0   -26.0           -13.    94.     81
       2      971.56   966.27  144773.0   -53.0           -27.    94.     67
       3      971.59   966.28  144799.0    26.0    13.            85.     98
       4      971.63   966.27  144773.0   -26.0           -13.    94.     81
       5      971.66   966.25  144720.0   -53.0           -27.    94.     67
       6      971.69   966.24  144694.0   -26.0           -13.    94.     81
       7      971.72   966.23  144667.0   -27.0           -14.    94.     80
       8      971.75   966.22  144641.0   -26.0           -13.    94.     81
       9      971.78   966.19  144562.0   -79.0           -40.    94.     54
      10      971.81   966.19  144562.0     0.0     0.            94.     94
      11      971.84   966.17  144509.0   -53.0           -27.    94.     67
      12      971.88   966.16  144482.0   -27.0           -14.    94.     80
      13      971.91   966.14  144430.0   -52.0           -26.    94.     68
      14      971.94   966.14  144430.0     0.0     0.            93.     93
      15      971.97   966.14  144430.0     0.0     0.            94.     94
      16      972.01   966.18  144535.0   105.0    53.            94.    147
      17      972.05   966.34  144958.0   423.0   213.            94.    307
      18      972.09   966.39  145090.0   132.0    67.            95.    162
      19      972.13   966.40  145116.0    26.0    13.            94.    107
      20      972.17   966.42  145169.0    53.0    27.            94.    121
      21      972.21   966.43  145195.0    26.0    13.            94.    107
      22      972.26   966.47  145301.0   106.0    53.            94.    147
      23      972.30   966.48  145327.0    26.0    13.            92.    105
      24      972.34   966.49  145354.0    27.0    14.            93.    107
      25      972.38   966.57  145565.0   211.0   106.            94.    200
      26      972.42   966.63  145723.0   158.0    80.            93.    173
      27      972.46   966.67  145829.0   106.0    53.            95.    148
      28      972.50   966.67  145829.0     0.0     0.            96.     96
     __________________________________________________________________________

       TOTAL FOR MONTH................    977.0   718.   -227.  2622.   3113.
       NET CHANGE IN DAY-SECOND-FEET..    493.    491.                   491.
       AVERAGE FLOW IN C.F.S..........             18.            94.    111.

       CHANGE IN CONTENTS FOR MO.(4)..    977.0

       (1) COMPUTATIONS BASED ON THE APRIL 1989 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.