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<br />. <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 />16 <br /> <br />07/16/99 <br /> <br />The conditional probability in Equation (I) accounts for the uncertainty in the path of a flood with <br />a given magnitude. Even if the path of the flood can be predicted with reasonable certainty, the <br />magnitude of the flood at a particular location may not be so certain as deposition or scour in shallow <br />channels may greatly affect the direction of flow at channel splits. Many alluvial fans exhibit a <br />channel network. The capacities of the individual channels as well as the capacities of the networks <br />in aggregate vary from almost negligible to more than the lOO-year flood discharge. The treatment <br />of the uncertainty in a given discharge being exceeded at a particular location given the discharge <br />somewhere else [PHIQ( I,q)] varies. <br /> <br />The least complex treatment (used in FAN program) follows from the reasoning that the topography <br />of the area is the result of deposition occurring during past. If that process continues, then, over the <br />long term, the probability of every point on a contour being inundated is the same. That is, PIIIQ(I,q) <br />is uniformly distributed and, for a given point, is approximately the width of the flood path divided <br />by the width (the "contour width") of the area subjectto flooding at the elevation of that point (* may <br />be adjusted). This method assumes that all areas of the alluvial fan are subject to flooding and that <br />there is a fixed relationship between flooding depth and discharge. In general, these assumptions <br />apply when there is absolute uncertainty regarding how floods will occur. Thus, for the FAN <br />program, under the simple conditions, <br /> <br />(I ) _ w(q) _ 9.408 q2lS <br />PHIQ ,q --- <br />Wfall Wfun <br /> <br />(4) <br /> <br />where w( q) is the width ofthe path conveying q cfs and W fan is the contour width seen in Figure 3. <br />The resulting flood insurance rate zones are depicted in Figure 4 for this example. The functional <br />form of Equation (4) is a consequence of the reasoning leading to Equations (2) and (3) and is <br />presented here for demonstrative purposes, not as the only form possible. <br /> <br />The FAN program provides for the situation where flows are near normal depth in multiple channels. <br />Program output includes results for this situation in addition to the single channel at critical depth. <br />The results are then applied based on observed field conditions. Please refer ro FAN An Alluvial Fan <br />Flooding Computer Program User's Manual and Program Disk for more information. <br />