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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 /> <br />TABLE OF CONTENTS <br /> <br />CHAPTER Ill, HYDROLOGIC ANALYSIS <br /> <br />Page <br /> <br />A, General <br />B. Basin Hydrology <br />I. Runoff Model <br />2. Design Runoff <br />C. Storm Runoff and Hydrographs <br />D. Flood Routing through the Denver Highline Canal <br />E. Results <br /> <br />LIST OF TABLES <br /> <br />iv <br /> <br />LIST OF FIGURES <br /> <br />v <br /> <br />LIST OF DRAWINGS <br /> <br />vi <br /> <br />ACKNOWLEDGEMENTS <br /> <br />vii <br /> <br />CHAPTER IV. HYDRAULIC ANALYSIS <br /> <br /> <br />A. General <br /> <br /> <br />B, Evaluation of Existing Drainage Facilities <br /> <br />C, Floodplain Determination <br /> <br /> <br />D. Evaluation of Proposed Drainage Facilities <br /> <br />E. Flood Hazard Area Delineation <br /> <br />CHAPTER II. GENERAL STUDY AREA DESCRIPTION <br /> <br /> <br />A. Study Area <br /> <br /> <br />B, Topographical and Geological Features <br /> <br />C. Impervious Land Density <br /> <br />D, Drainageway Reaches <br /> <br />SYNOPSIS <br /> <br />CHAPTER <br /> <br />I <br />I <br /> <br />I <br />I <br />I <br /> <br />viii <br /> <br />l. INTRODUCTION <br /> A, Authorization <br /> B, Purpose and Scope <br /> C. Mapping and Surveys <br /> D. Information Procurement <br /> <br />J <br />I <br />2 <br /> <br />3 <br /> <br />CHAPTER V, MAJOR DRAINAGEWAY IMPROVEMENTS <br />A, Selected Alternative <br /> <br />1. Reach-A <br />2, Reach-B <br />3, Reach-C <br />4. Reach-D <br />5. Reach-E <br /> <br />I. Reach-A <br />2, Reach-B <br />3, Reach-C <br />4, Reach-D <br />5. Reach-E <br /> <br />4 <br />4 <br />5 <br />5 <br />6 <br />6 <br />6 <br />7 <br />7 <br /> <br />B, Design Criteria <br /> <br /> <br />I. Storm Sewer <br /> <br /> <br />2, Caley Detention Facility <br /> <br /> <br />3. Denver Highline Canal Spill Structure <br /> <br />4. Open Channel <br /> <br /> <br />C. Construction Sequence <br /> <br /> <br />D, Operation and Maintenance <br /> <br />I. Storm Sewers <br /> <br /> <br />2. Detention (Caley and Powers Park) <br /> <br />3, Denver Highline Canal Spill Structure <br /> <br />i <br /> <br />ii <br /> <br />Page <br /> <br />11 <br />II <br /> <br />11 <br />12 <br /> <br />12 <br /> <br />12 <br /> <br />13 <br /> <br />23 <br />23 <br /> <br />24 <br />24 <br /> <br />25 <br /> <br />29 <br />29 <br />30 <br />30 <br />31 <br />32 <br />32 <br />32 <br />33 <br />34 <br />34 <br />34 <br />35 <br />35 <br />36 <br />36 <br />