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~i. <br />Table 1. Mean maximum-annual discharge (average of the highest mean-daily <br />flow for the year) for the Gunnison (Whitewater gage) and Colorado (Cisco <br />gage) rivers for three time periods: early development, middle development, <br />and post Aspinall development. <br />Percent Change <br />------------------- <br />Time Standard Period to Early to <br />River Period Mean Error Minimum Maximum Period Post <br />Colorado Early 45,870 3,158 16,800 73,200 <br />Middle 35,425 2,827 12,100 63,400 -23 <br />Post 28,873 3,089 4,970 69,500 -18 -37 <br />Gunnison Early 17,116 1,529 3,735 35,175 <br />Middle 13,673 1,301 3,170 27,340 -20 <br />Post 9,003 1,090 1,020 23,140 -34 -47 <br />Table 2. Comparison of streamflow changes in the Gunnison River (Whitewater <br />gage) estimated using two techniques. 1. Comparison of actual streamflows <br />with estimated flows that would have occurred without any water development <br />(1952-1965 and 1966-1983). 2. Comparison of actual streamflows during three <br />water development phases in the Gunnison River: early development (1917-1938), <br />middle development (1939-1965), and post Aspinall development (1966-1988). <br /> Percent change in mean-monthly streamflow <br /> ---------------- <br />Actual flow/ ------------------ ----------------- <br />Actual flow/ -------------- <br /> estimated flow Middle period/ estimated flow Post Aspinall/ <br />Month (1952-1965) early period (1965-1983) early period <br />APR - 16.1 - 6.6 - 21.8 - 8.0 <br />MAY - 23.6 - 23.2 - 45.1 - 42.5 <br />JUN - 25.4 - 21.8 - 52.9 - 46.9 <br />JUL - 33.6 - 12.1 - 47.6 - 14.4 <br />AUG - 40.1 - 7.3 - 27.7 + 14.0 <br />21 <br />