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18 <br /> <br />station, these readings do not indicate normal streamflow, Figure 6 <br />shows the discharge of the South Fork above Wagonwheel Creek for portions <br />of the water year 1961 as determined by the company's gage. This chart <br />indicates that the instrument was affected by ice in winter. <br />Stream discharges were measured at each sampling station from <br />one to four times during the summer and fall of 1962. Using these <br />measurements and U.S.G.S. records, mean discharges at Stations IV, V, <br />and VI were estimated. Curves were drawn from points established by -the <br />proportion X/Y = x/y (Figure 7), where: <br />X = mean discharge at the station <br />Y = a measured discharge at the station on a date in 1962 <br />x = the mean discharge (U.S.G.S.) at Buford on or near the <br />calendar date of Y <br />y = the discharge (U.S,G.S.) at Buford on or near the actual <br />date of Y. <br />The hazards of projecting, mean streamflows for considerable <br />distances upstream by this method are realized; however, lacking histor- <br />is records, the projections will be useful until more reliable data are <br />available. <br />Based upon available data the mean natural flows at sampling <br />stations in late summer and winter have been estimated (Table 4). <br />Table 4.--ESTIMATED MEAN FLOWS (c.f.s.) FOR THE SAMPLING STATIONS DURING <br />LATE SUMMER AND WINTER <br />Station Location Late August February <br />I Upper Sweetwater 35 30 <br />II Lower Sweetwater 45 35 <br />III Lower Sweetwater 45 35 <br />IV & VIII Upper South Fork 50 35 <br />V Upper South Fork 60 45 <br />VI Lower South Fork l20 80 <br />VII Locaer South Fork 140 95 <br />