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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />- TABLE OF CONTENTS - <br /> <br />Page <br /> <br />AUTHORIZATION <br />PURPOSE AND SCOPE <br />ACKNOWLEDGMENTS <br />STUDY AREA AND BASIN DESCRIPTION <br />FLOOD HISTORY <br />HYDROLOGY AND HYDRAULIC ANALYSES <br />Hydrologic Analysis <br />Hydraulic Analysis <br />FUTURE FLOODS <br />Flood Frequency and Discharge <br />Flooded Areas <br />Floodplain and Floodway Data <br />Flood Velocities <br />SUMMARY <br />REFERENCES <br />APPENDIX <br /> <br />1 <br />1 <br />2 <br />2 <br />3 <br />3 <br />3 <br />10 <br />13 <br />13 <br />14 <br />15 <br />16 <br />16 <br />17 <br />22 <br /> <br />TABLE I <br />TABLE I I <br />TABLE III <br />TABLE IV <br />TABLE V <br /> <br />TABLE VI <br />TABLE V II <br /> <br />FIGURE 1 <br /> <br />FIGURE 2 <br />FIGURE 3 <br />FIGURE 4 <br /> <br />Drawings <br /> <br />/...... <br /> <br />- LIST OF TABLES - <br /> <br />SIX HOUR DESIGN STORMS <br />DRAINAGE BASIN PARAMETERS FOR CUHP <br />CONVEYANCE ELEMENT PARAMETERS FOR SWMM <br />PERCENT IMPERVIOUS LAND USE <br />FLOOD HYDROGRAPHS ON BIG DRY CREEK AT <br />INTERSTATE 25 <br />SUMMARY OF PEAK FLOWS <br />FLOODPLAIN AND FLOODWAY REFERENCE DATA <br /> <br />- LIST OF FIGURES - <br /> <br />FUTURE BASIN HYDROLOGY <br />(Sub-basin Delineation and <br />Percent Impervious Land Use) <br /> <br />SWMM ROUTING NETWORK <br /> <br />DISCHARGE PROBABILITY PROFILES <br /> <br />100-YEAR HYDROGRAPHS <br /> <br />~ <br /> <br />Page <br /> <br />5 <br />6 <br />7 <br />7 <br /> <br />8 <br />10 <br />18 <br /> <br />4 <br />6 <br />9 <br />11 <br /> <br />1_ <br />