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Last modified
7/14/2009 5:02:34 PM
Creation date
5/22/2009 5:29:37 PM
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UCREFRP
UCREFRP Catalog Number
9299
Author
Anderson, R. and J. Mumma.
Title
Aspinall Studies
USFW Year
1999.
USFW - Doc Type
Annual assessment of Colorado Pikeminnow Larval Production in the Gunnison and Colorado Rivers, Colorado 1992-1996.
Copyright Material
NO
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I' <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Flow Characteristics during the Study Period <br /> <br />The average spring peak flow for the State-line gauge is 27,000 cfs and the median <br />peak flow is 24,400 cfs for the 45-year period of record from 1952 to 1996. During those <br />45 years the earliest peak flow occurred on May 6, 1985 and latest peak was on June 27, <br />1983. The median date for the peak flow is June 7. The correlation between the <br />magnitude of the peak and its date showed a weak relationship with a r2 of O. 11. <br /> <br />Figure 2 gives the median (50%), high (20%) and low (80%) runoff flow <br />hydrographs based on mean daily flows at the state-line gauge. The median hydro graph <br />indicates that flows were either greater or less than that flow during half the years of the <br />period of record. Years that had peak and summer flows between the 20% and the 80% <br />exceedence hydro graphs were considered to have had moderate flow conditions. Years <br />that have peak or summer flows that were equal or greater than the 20% level were <br />considered high flow years, and years with peaks equal or less than the 80% year are <br />considered low. <br /> <br />Colorado River <br />Stateline Gage, 1952-1996 <br /> <br />30000 ............ ......h..h..nhn..hn.........'m.h..n...mnmmm.mm..h...."" ,.......m... '...h......m.........mnn..........nmm........mn'....nmn...' ..........n.n.......nm.....' ,.... <br /> <br />20000 00..................................................... ...00....................................... ............................................................................h,..h........... <br />........m........... <br /> <br /> <br /> <br />26000 m.............................,......................h...... hh ...0............ .h.............................hh........"....................h....."..,.........mn.m..'...............mnn...... <br />. <br /> <br />o <br />4/1 <br /> <br />4/16 4/29 6/13 6/27 6/10 6/24 7/8 <br /> <br />7/22 <br /> <br />8/6 <br /> <br />8/19 <br /> <br />9/2 <br /> <br />9/16 9130 <br /> <br />1-20% -50% -80% I <br /> <br />Figure 2. Hydrographs for 20%, 50% and 80% exceedence flows for the state-line <br />gage, Colorado River, from 1952 to 1996. <br /> <br />5 <br />
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