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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 />il <br /> <br />3 <br /> <br />07/16/99 <br /> <br />assessments of flood risk or in the reliable mitigation of the hazard. Counter to active alluvial fan <br />flooding hazards, an inactive alluvial fan flooding hazard is characterized by relatively stable flow <br />paths. However, areas ofinactive alluvial fan flooding, as with active alluvial fan flooding, may be <br />subject to sediment deposition and erosion, but to a degree that does not cause flow path instability <br />and uncertainty. <br /> <br />An alluvial fan may exhibit both active alluvial fan flooding and inactive alluvial fan flooding <br />hazards. The hazards may vary spatially or vary at the same location contingent on the level of flow <br />discharge. Spatially, for example, upstream inactive portions of the alluvial fan may distribute flood <br />flow to active areas at the distal part of the alluvial fan. Hazards may vary at the same location, for <br />example, with a flow path that may be stable for lower flows, but become unstable at higher flows. <br /> <br />An example of an alluvial fan that cxhibits both active and inactive alluvial fan flooding is depicted <br />in Figure I. In this example, the area between the topographic apex and the hydrographic apex (apex <br />definitions will be discussed below) would be considered inactive alluvialfanflooding since this <br />reach is characterized by a stable, entrenched channel which can convey the lOO-year flood discharge <br />without overbank flooding. The area below the hydrographic apex would be considered active <br />alluvial fan flooding since this area characterized by flow path uncertainty and abrupt deposition and <br />ensuing erosion of sediment as the channel loses its competence to carry material eroded from a <br />steeper, entrenched upstream sourcc arca. <br />