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<br />,OJ13~5 <br /> <br />LI ST OF TABLES <br /> <br />Table <br />I 1-1 <br /> <br />Minimum Data, Technology, and Expertise Requirements for <br />Conceptual and Physically-based Rainfall-Runoff Models <br />11-2 Reports Used for Comparison of Rainfall-Runoff Model <br />Predictive Capability. . .. . ....... <br />11-3 Descriptive Ratings for the Correlation Coefficients RMOD <br />and RS .. <br />11-4 Results of the One-Basin Test <br />11-5 Results of the Overall Test. <br />11-6 Results of the Consistency Test <br />11-7 Results of the Correlation Test <br />11-8 Sensitivity of Reduced Average Annual Damages to Errors in <br />the Predicted Runoff Distribution . . . . <br />11-9 Sensitivity of Benefit Cost Ratio to Errors in the Predicted <br />Runoff Distribution. . . . . . . . . . . . . . <br />11-10 Residual Flood Damage Differences for the Predicted Runoff <br />Distributions <br /> <br />II1-l Comparison of the UDFCD'S Phase "A" and Phase "B" Study <br />Estimates .. . . . . 99 <br />1II-2 Comparison of the UDFCD'S Recommended Phase "A" and Other <br />Phase "A" Study Estimates ..... . . . . 101 <br />111-3 Some Characteristics of the Cities of Lakewood and Thornton, <br />Co 1 orado . . . . . . . .... . . . . . . . 103 <br />111-4 Benefits of Drainage and Flood Control Facilities 115 <br />111-5 Drainage Facility Expenditures for the Cities of Lakewood <br />and Thornton,Colorado . . .. . . . . . . . . . . .. 127 <br /> <br />viii <br /> <br />Page <br /> <br />15 <br /> <br />23 <br /> <br />26 <br />29 <br />31 <br />34 <br />36 <br /> <br />59 <br /> <br />67 <br /> <br />74 <br />