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<br /> <br />INTRODUCTION <br /> <br />27 <br /> <br />regulators use to apply the definition to a given situation. Erosion and deposition processes are <br />essential criteria in judging alluvial fan flooding because they may affect hydraulic conditions. <br />Where localized sediment deposition, bed form translation, and erosion produce changes in <br />streambed elevation during an event that approaches typical depths of flow, the uncertainty <br />introduced by these processes is significant. Consequently, floodwater surface elevations <br />computed using preflood topography are not a comprehensive indicator of the true hazard for <br />alluvial fan flooding situations as they are for riverine flooding. <br />Flow path uncertainty, which means that the perceived, historical channel or network of <br />channels cannot be relied on to convey the base flood, affects the spatial domain subject to <br />flooding through the creation of new flow paths and/or the subdivision of flows into multiple <br />distinct paths as shown in Figure 1-5b, For a network of channels that exist prior to a flood event, <br />uncertainty in the distribution of flows through the network must be considered in order to rule it <br />out as a factor that might cause flow path uncertainty, <br />The criteria above frequently create a situation where the traditional formulas for <br />mitigation, such as elevating a structure on fill, do not actually eliminate the hazardous condition. <br />The unsuitability of fill as a hazard reduction strategy, however, is perhaps the most important <br />characteristic distinguishing between riverine flooding and alluvial fan flooding. <br />In summary, the committee's revised definition limits alluvial fan flooding to flood hazard <br />on alluvial fans. The committee recognizes that alluvial fan flooding is one type of flood hazard <br />under the wider category of UI/certail/ flaw path floodil/g. Such hazards may have considerable <br />uncertainty associated with their behavior and require means other than fill for reliable mitigation. <br />Chapter 4 presents examples that illustrate how the definition applies to specific cases. <br /> <br />REFERENCES <br /> <br />American Geological Institute. 1987. Glossary of Geology. 3rd Ed. R. L. Bates and 1. A. Jackson, <br />eds. Alexandria, Va.: American Geological Institute. <br />Bedient, P. B., and W, C. Huber. 1992. Hydrology and Floodplain Analysis, 2nd Ed. Reading, <br />Mass.: Addison Wesley. <br />Dawdy, D. R. 1979, Flood frequency estimates on alluvial fans. American Society of Civil <br />Engineers Journal of Hydraulics Division, 105(HY1l): 1407-1413. <br />Federal Emergency Management Agency (FEMA). 1985. Appendix 4: Alluvial fan studies. <br />Guidelines and Specifications for Study Contractors. Doc. no. 37. Washington, D.C.: <br />FEMA. <br />Federal Emergency Management Agency (FEMA). 1987. Flood Insurance Study, City of <br />Palmdale, California, Los Angeles County. Washington, D.C.: FEMA, <br />Federal Emergency Management Agency (FEMA). 1989. Alluvial Fans: Hazards and <br />Management. Doc. no. 165. Washington, D.C.: FEMA. <br />Federal Emergency Management Agency (FEMA). 1990. FAN: An Alluvial Fan Flooding <br />Computer Program, User's Manual and Program Disk. Washington, D.C.: FEMA. <br />Federal Emergency Management Agency (FEMA). 1995. Appendix 5: Studies of alluvial fan <br />flooding. Guidelines and Specifications for Study Contractors. Doc. no. 37. Washington, <br />D.C,: FEMA. <br />