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<br />II" " <br /> <br />[I <br />II <br />II <br />II <br /> <br />No. <br /> <br />II-l <br /> <br />II-2 <br /> <br />II-3 <br /> <br />II <br /> <br />II-4 <br /> <br />II-5 <br /> <br />il.- <br />fl <br />11------ <br />I <br />il <br />II <br />il <br />;1 <br />il <br />II <br />,I <br />[I <br />II <br /> <br />II-6 <br /> <br />II-7 <br /> <br />II-S' <br /> <br />III-l <br /> <br />III-2 <br /> <br />III-3 <br /> <br />III-4 <br /> <br />III-5 <br /> <br />III-6 <br /> <br />III-7 <br /> <br />III-S <br /> <br />III-9 <br /> <br />IV-l <br /> <br />LIST OF FIGURES <br /> <br />Rainfall Intensi ty-D'lration Curves, <br />Colorado Springs <br /> <br />Rainfall Intensity-Duration Curves, <br />Woodland Park <br /> <br />Rainfall Intensity-Duration Curves, <br />Cripple Creek <br /> <br />Five Year, Six Hour Storm Isopluvial Map <br /> <br />Five Year, 24 Hour Storm Isopluvial Map <br /> <br />100 Year, Six Hour Storm, Isopluvial Map <br /> <br />100 Year, 24 Hour Storm, Isopluvial Map <br /> <br />Ratios for Areal Adjustment of Point <br />Rainfall <br /> <br />Overland Time of Travel - Rational Method <br /> <br />Time-Intensity-Frequency Curves, <br />Colorado Springs, CO <br /> <br />Ratio of Average Intensity to One Hour <br />Point Rainfall <br /> <br />Peak Discharge in "CSM" per Inch of <br />Runoff - Type IIA Storm <br />- - ~---- <br />~- <br /> <br />Peak DisCharge _ in "CSM" per Inch of <br />Runoff - Type II Storm <br /> <br />Estimating T from Lengths and Slopes of <br />Natural chanRels <br /> <br />Range Hydrologic Soil Cover Complex and <br />Associated Curve Numbers <br /> <br />Urban Hydrologic Soil Cover Complex and <br />Associated Curve Numbers <br /> <br />Estimating Direct Runoff Amounts from Storm <br />Rainfall <br /> <br />Recommended Freeboard and Height of Bank <br /> <br />iii <br /> <br />\ <br /> <br />Page <br /> <br />5 <br /> <br />6 <br /> <br />.~---------- <br /> <br />7 <br /> <br />S <br /> <br />9 <br /> <br />10 <br /> <br />11 <br /> <br />12 <br /> <br />16 <br /> <br />17 <br /> <br />lS <br /> <br />20 <br /> <br />21 <br /> <br />22 <br /> <br />24 <br /> <br />25 <br /> <br />29 <br /> <br />37 <br />