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Last modified
8/11/2009 11:32:56 AM
Creation date
8/10/2009 3:53:52 PM
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UCREFRP
UCREFRP Catalog Number
7740
Author
McAda, C. W. and L. R. Kaeding.
Title
Physical Changes in the Gunnison and Colorado Rivers Resulting from Construction of the Aspinall Unit and Related Projects, with Hypotheses to Assess the Effects on the Endangered Fishes
USFW Year
1991.
USFW - Doc Type
Final Report.
Copyright Material
NO
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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 />
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