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Last modified
1/25/2010 6:49:19 PM
Creation date
10/5/2006 1:33:41 AM
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Template:
Floodplain Documents
County
Statewide
Basin
Statewide
Title
Reducing Losses In High Risk Flood Hazard Areas: A Guidebook For Local Officials
Date
1/1/1985
Prepared For
FEMA
Prepared By
Association of State Floodplain Managers
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br /> <br />Appendix 3-B: FEMA's Guidelines for Study Contractors: Alluvial Fan Studies <br /> <br />From Guidelines and Specifications for Contractors. September 1982, FEMA - 37/July <br />83 printing, Federal Emergency Management Agency, Washington, D.C. <br /> <br />I. INTRODUCTION <br /> <br />The methodology outlined in this Appendix is based on procedures developed by <br />Dawdy (Reference I) and later modified (Reference 2) to account for split flow condi- <br />tions generally found in the lower reaches of active alluvial fans. It is recommended that <br />the Study Contractor review these publications for a complete discussion of the theory, <br />rationale and assumptions used to develop this methodology. In portions of alluvial fans <br />in which natural alluvial fan processes may not occur, such as in areas of entrenched <br />channels, areas protected by flood control works, and heavily developed areas, the Study <br />Contractor should exercise good engineering judgment in determining the most appropri- <br />ate methodology or combinations of methodologies, <br /> <br />When it is determined that an area in a community is subject to alluvial fan flood- <br />ing, a thorough reconnaissance of the alluvial fan should be made in order to determine <br />the source of flooding, the apex of the fan, the boundaries the fan, the areas of coales- <br />cence of contiguous fans, the limits of entrenched channels, single and multiple channel <br />regions where evident, and the areas of active alluvial fan processes. The reconnaissance <br />should make use of available topographic, geologic, and soil maps; aerial photographs; his- <br />toric records; and site inspection. <br /> <br />Prior to undertaking any computations, the Study Contractor should obtain ap- <br />proval from the PO for the use of the methodology outlined in this Appendix. <br /> <br />2. ASSUMPTIONS AND OBSERVATIONS <br /> <br />The approach outlined in this Appendix makes use of statistical analyses that re- <br />late the probability of given discharges at the apex of a fan to the probability of certain <br />depths and velocity of flow occurring at any point on the fan below the apex. The <br />methodology presented in this Appendix is based on assumptions and observations regard- <br />ing flood flows on active alluvial fans outlined in the following sections. <br /> <br />a. Channel Pattern and Location <br /> <br />At the time of maximum flow during a major flood event on an active fan, flow <br />does not spread evenly over the fan but is confined to only a portion of the fan surface <br />that carries the water from the apex to the toe of the fan. In upper region of the fan, <br />flood flows are confined to a single channel which is formed by the flow itself through <br />erosion of the loose material that makes up the fan, Because of the relatively steep slopes <br />in the upper region, flood flows are at critical depth and critical velocity. Below the apex <br />of fan (or the zone of entrenchment in the case of mature fans), the channel will Occur at <br />random locations at any place on the fan surface; under natural conditions, it is no more <br />likely to follow a pre-existing flowpath than it is to follow a new flowpath, This channel <br />has an approximately rectangular cross section for which depth, width, and velocity of <br />flow can be expressed as functions of discharge at the apex of the fan. <br /> <br />C-ll <br />
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