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<br />I. <br /> <br />II. <br /> <br />TABLE OF C())lTl~NTS <br /> <br />.paae <br /> <br />List of Figures <br /> <br />ii <br /> <br />List of Tables <br /> <br />iv <br /> <br />INTRODUCTION <br /> <br />1 <br /> <br />BACKGROUND . <br /> <br />2 <br /> <br />III. PHYSICAL PROCESSES OF FLOOD 1!1l.Zl~DS <br />ON ALLUVIAL FANS . . . <br /> <br />3.1 <br />3.2 <br />3.3 <br />3.4 <br /> <br />4 <br /> <br />Alluvial Fan Evolution <br />Description of Alluvial <br />Flow Paths and Avulsion <br />Return Period Frequency <br /> <br />Fan Flows <br /> <br />4 <br />5 <br />8 <br />8 <br /> <br />for Alluvial Fan Events <br /> <br />IV. FEMA METHODOLOGY FOR DELINEATING FLOOD HAZARD AREAS <br /> <br />ON FANS . . .. ...."... .... 10 <br /> <br />4.1 <br />4.2 <br />4.3 <br /> <br />V. <br /> <br />The Need for Flood Hazard DE,lineaticm <br />Description of FEMA's Me1:hodology <br />Assumptions and Limitations . . . " . <br /> <br />on Fans <br /> <br />10 <br />10 <br />12 <br /> <br />TWO-DIMENSIONAL FLOOD SIMULA1'ION ON ALLUVIAL FANS <br /> <br />16 <br /> <br />5.1 <br />5.2 <br />5.3 <br />5.4 <br /> <br />Advantages of Two-Dimensiclnal Modeling <br />Description of the FLO-;m Model <br />Model Theory . . . " <br />Model Limitations and Assumptions <br /> <br />16 <br />16 <br />19 <br />22 <br /> <br />VI. FLO-2D Model Verification <br /> <br />24 <br /> <br />6.1 River Channel Hydraulics <br />6.2 River Overbank Flows, Floodplain Simulation -, <br />poudre River, Fort Collins, Colorado <br />6.3 Verification of Mudflow Hydraulics . " . <br /> <br />24 <br /> <br />27 <br />28 <br /> <br />VII. Application of the FLO-2D ModE,1 _. Case Studies <br /> <br />32 <br /> <br />7.1 Application Procedure . .. . . . . " . . " 32 <br />7.2 Case Study - Hiko Springs Wash, Laughlin, Nevada. <br />Comparison with FEMA Methodology . " . . " ". 33 <br />7.3 Case Study - Cornet Creek, Telluride, Colorado <br />Water Flooding and Mudflc,y/,s on a Urbanized Fan 37 <br /> <br />VIn. CONCLUSIONS 44 <br /> <br />IX. REFERENCES. . . <br /> <br />46 <br /> <br />i <br />