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<br />'::..") <br />.:; <br />N <br />..) <br />.~,~ <br /> <br />Q <br /> <br />Table <br /> <br />1.1 <br /> <br />1.2 <br /> <br />2.1 <br /> <br />2.2 <br /> <br />2.3 <br /> <br />2.4 <br /> <br />2.5 <br /> <br />2.6 <br /> <br />2.7 <br /> <br />2.8 <br /> <br />3.1 <br /> <br />3.2 <br /> <br />4.1 <br /> <br />5.l(a) <br /> <br />5.l(b) <br /> <br />xxv <br /> <br />LIST OF TABLES <br /> <br />Summary of Current Colorado River Basin Water <br />Rights <br /> <br />Present and Future Consumptive Use of Colorado <br />River Water by State <br /> <br />Fraction of Depletion Occurring in Each Month, Pm <br /> <br />Fraction of Total Depletion Occurring in Each <br />Tributary, f, <br />t <br /> <br />Monthly Average Flows of Upper Colorado River <br />Basin Tributaries <br /> <br />Serial Regression Coefficients, a and Correlation <br />Coefficients, p, for Upper Col~r~do River Basin <br />Tributaries t m <br /> <br />Correlation Coefficients, p ,from Cross- <br />Correlation of Pairs of Tri5fttary Residuals <br /> <br />Regression Coefficients, b ,from Tributary Cross- <br />Correlation, and Multiple CSrrelation Coefficient, <br /> <br />Tt <br /> <br />Values of the Coefficient a(a) for the Kolmogorov- <br />Smirnov Streamflow Distribution Test Results for <br />Two Flow Sequences <br /> <br />Kolmogorov-Smirnov Streamflow Distribution Test <br />Results for Two Flow Sequences <br /> <br />Contribution to the Historical Total Dissolved <br />Solids Flow at Lees Ferry, Arizona <br /> <br />Stream Salinity Model Parameters <br /> <br />Physical Dimensions of Glen Canyon and Hoover Dams <br /> <br />Colorado River Basin Water Budget for the Period <br />1941-1962 <br /> <br />Colorado River Basin Dissolved Solids Balance for <br />the Period 1941-1962 <br /> <br />Page <br /> <br />12 <br /> <br />17 <br /> <br />50 <br /> <br />50 <br /> <br />52 <br /> <br />58 <br /> <br />60 <br /> <br />61 <br /> <br />69 <br /> <br />70 <br /> <br />83 <br /> <br />92 <br /> <br />114 <br /> <br />152 <br /> <br /> <br />154 <br />