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<br />CONTENTS <br /> <br />Page <br /> <br />Table 11. Comparison of model results of a hypothetical breach width of <br />200 feet to the actual breach width of 55 feet--------------- 76 <br />12. Comparison of model results with and without the failure <br />of Cascade Lake dam------------------------------------------ 78 <br />13. Damage estimates for the July 15, 1982, flood------------------ 81 <br /> <br />CONVERSION FACTORS <br /> <br />Inch-pound units used in this report may be converted to International <br />System (51) units by using the following conversion factors: <br /> <br />Multiply <br /> <br />acre <br />acre-foot (acre-ft) <br />cubic foot per second <br />(ft3/s) <br />cubic foot per second <br />per square mile (ft3/5/mi2) <br /> <br />cubic yard Cyd3) <br />foot (ft) <br />foot per day Cft/d) <br />foot per second (ft/s) <br />inch (i n. ) <br />mil e (mi) <br />mile per hour (mi/h) <br />pound per square <br />inch (lb/in.2) <br />square foot (ft2) <br />square mile (mi2) <br />ton, short <br /> <br />By <br /> <br />4.047xl0-3 <br />1,233.4 -2 <br />2. 832x10 <br /> <br />1. 093x10 - 2 <br /> <br />To obtain <br /> <br />square kilometer <br />cubic meter <br />cubic meter per second <br /> <br />cubic meter per <br />second per square <br />kil ometer <br />cubic meter <br />meter <br />meter per day <br />meter per second <br />mi 11 i meter <br />kilometer <br />kilometer per hour <br />pasca 1 <br /> <br />0.7646 <br />0.3048 <br />0.3048 <br />0.3048 <br />25.40 <br />1. 609 <br />1. 609 <br />6,895 <br /> <br />0.0929 <br />2.590 <br />0.9072 <br /> <br />square meter <br />square kilometer <br />tonne, metric <br /> <br />vi i i <br />