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IV <br />12. Stochastic simulation ofdissolved-solids at Concentration at Plateau Creek <br />near Camea ............................................................................... 17 <br />13. Stochastic simulation ofdissolved-solids concentration in Colorado River <br />near Palisade .............................................................................. 17 <br />14. Stochastic simulation ofdissolved-solids concentration in runoff at Dry Fork <br />at Upper Station near De Beque with measurements at mouth of Sulphur Gulch............ 18 <br />15. Flow chart of the stochastic hydrology model. ................................................... 21 <br />16. Flow chart of the stochastic water-quality model ................................................. 24 <br />17-25. Graphs showing: <br />17. Mean standard error of median simulated daily streamflowvalues for Colorado River <br /> near Cameo as function of Monte Carlo sampling ....................................... .... 26 <br />18. Stochastic simulations of daily streamflow at Colorado River gage near Cameo ......... .... 27 <br />19. Stochastic simulations of daily streamflow at Plateau Creek gage near Cameo ......... .... 28 <br />20. Stochastic simulations of daily streamflow at Colorado River gage near Palisade ....... .... 28 <br />21. Stochastic simulation ofdissolved-solids concentration Colorado River gage <br /> near Palisade ........... . .............................................................. .... 38 <br />22. Dissolved selenium concentrations measured at (a) Colorado River near Cameo, <br /> Ib1 Dry Fork near De Beque, Ic1 Dry Fork at Upper Station near De Beque, and <br /> (d) mouth of Sulphur Gulch near De Beque ............................................. .... 48 <br />23. Selenium concentrations measured at Dry Fork at Upper Station near De Beque, <br /> October 199x-September 2001 ......................................................... .... 49 <br />24. Selenium concentrations measured at Colorado River near Cameo,April August2001. ....49 <br />25. Probability distribution function frtto selenium concentrations measured at <br /> Dry Fork at Upper Station near De Beque ............................................... .... 50 <br />Tables <br />1. Correlation coefficient matrix of annual streamflow between wateryears 197494 at <br /> the Cameo gaging station ........................................................................ ..8 <br />2. Hydrologic condition by calendaryearfor measurements recorded atthe Cameo <br /> gaging station during the period,19742001 ....................................................... 10 <br />3. Summary of correlation coefficients between daily streamflow and diversions along <br /> the Colorado River ............................................................................... 10 <br />4. Summary of fitted probability distributionstodiversions .......................................... .12 <br />5. Summary of predictive nonlinear equations and fitted-parameters ............................... 19 <br />6. Summary of statistical parameters for streamflow, salinity, and evaporation residuals............ 20 <br />7. Comparison of simulated and measured annual streamflow statistics ............................ 27 <br />8. Comparison of simulated and measured daily streamflow statistics for Colorado River <br /> near Cameo gage ..........................:..................................................... 29 <br />9. Comparison of simulated and measured daily streamflow statisticsfor Plateau Creek <br /> near Cameo gage ..........................:..................................................... 29 <br />10. Comparison of simulated and measured daily streamflow statisticsfor Colorado River <br /> near Palisade gage .............................................................................. 30 <br />1. Reverse cumulative distribution of annual diuertible flows from the Colorado River <br /> near Palisade ..............................:..................................................... 30 <br />12. Reverse cumulativetlistributionofseasonalpumpableflowsfromtheColoradoRiver <br /> near Palisade .................................................................................... 31 <br />13. Reverse cumulative distributions of reservoir storage for selected dates following year <br /> round pumping that begins on January 1 with a 150 cubic feet per second pump rate, <br /> no releases ...................................................................................... 32 <br />