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<br />INTRODUCTION <br /> <br />23 <br /> <br />IMPLICATIONS OF ALLUVIAL FAN FLOODING <br />FOR FLOODPLAIN MANAGEMENT <br /> <br /> <br />The nature of alluvial fan flooding as currently defined by the NFIP has implications for <br />both floodplain management and the mitigation of flood hazards. Consider the situation in Figure <br />I -5, which has been redrawn in Figure I -6 to illustrate the implications of using fill to raise the <br />level of surface I, This surface is already above the computed base flood elevation, but it is clear <br />that if one accounts for some degree of error, surface I could be completely inundated because it <br />is protected only by a small berm in the natural topography. If ordinary riverine flooding is the <br />appropriate paradigm to apply to the site (Figure 1-6a), filling surface I has no effect whatsoever <br />on the computed bankfull flood elevation for surface 2 (the main channel). This would therefore <br />be an acceptable strategy to reassure the concerned parties that the area is protected from <br />flooding. <br />Viewed from the perspective of alluvial fan flooding (Figure 1-6b), however, where <br />surfaces I, 2, and 3 each have a chance of conveying all or part of the flood, protecting surface I <br />in this manner would not be an allowable mitigation strategy. The reason is that eliminating <br />surface I as a potential flow path, increases (theoretically) the frequency with which surfaces 2 <br />and 3 get flooded. This is equivalent to increasing the base flood elevation for the n-year event <br />and could therefore be an infraction ofNFIP regulations (e.g., section 65.12). Similar actions that <br />are generally considered to be good floodplain management practice would also come under <br />question. For example, reinforcing a levee reduces the uncertainty about its failure potential <br />during a flood and better protects areas behind it. But eliminating the flow path through a breach <br />in the previously substandard levee could increase both the computed stage-frequency curve and <br />the chance for other failures further downstream. These conclusions illustrate the disconnect <br />between the alluvial fan flooding and the riverine flooding paradigms in the context of floodplain <br />management. <br />For risk assessment under alluvial fan flooding, existing channels cannot be relied on to <br />convey the 100-year peak flow, so their role is ignored. For riverine floodplain management, <br />however, the channels are significant. They convey the smaller flood events, they indicate how <br />floods have occurred in the past, and they define where future facilities may be located. The <br />default assumption of a uniform risk (FEMA, 1995) or complete uncertainty across an alluvial fan <br />is a formalized guess that allows one to delineate risk on the Flood Insurance Rate Map using a <br />straightforward technique. A FIRM showing alluvial fan flooding hazards mapped in this manner <br />is an expression of uncertainty or the absence of knowledge about floods, however, rather than an <br />indication of how one might actually occur. Unlike a riverine FIRM, an alluvia] fan flooding FIRM <br />is oflimited use for mitigation and management of flood hazards. By making a conservative trade- <br />off in favor of what might happen, this type of FIRM ignores the importance of what has <br />happened. If the uniform-risk FIRM is interpreted literally, then it can be argued using formal <br />mathematics of the kind that underlies the existing FEMA procedure that any mitigation effort, <br />short of complete channelization, increases the flood risk on another part of the fan. Thus <br />floodplain managers are left with the peculiar responsibility of preserving uncertainty. <br />