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    Design of Flood Protection for Transportation Alignments on Alluvial Fans

    Source: Journal of Irrigation and Drainage Engineering:;1992:;Volume ( 118 ):;issue: 002
    Author:
    Richard H. French
    DOI: 10.1061/(ASCE)0733-9437(1992)118:2(320)
    Publisher: American Society of Civil Engineers
    Abstract: The method of floodplain delineation on alluvial fans developed for the National Flood Insurance Program (NFIP) may be modified to provide estimates of peak flood flows of specified return periods at transportation alignments, such as aqueducts or railroads, crossing alluvial fans. The modified methodology divides the total length of the alignment into segments, and the peak flow expected in each segment during a flood event is estimated as a function of the return period of the event, the segment length, and the location of the alignment on the alluvial fan. This estimate of the peak flow can be used to properly size the facilities such as dikes, berms, and culverts to protect the alignment from flood damage. The proposed methodology has potential applications in any environment where transportation alignments must cross alluvial fans on which the hydraulic processes are similar to those for which the NFIP methodology was developed. An example of the use of this methodology is provided.
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      Design of Flood Protection for Transportation Alignments on Alluvial Fans

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    http://yetl.yabesh.ir/yetl1/handle/yetl/27324
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    contributor authorRichard H. French
    date accessioned2017-05-08T20:47:34Z
    date available2017-05-08T20:47:34Z
    date copyrightMarch 1992
    date issued1992
    identifier other%28asce%290733-9437%281992%29118%3A2%28320%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27324
    description abstractThe method of floodplain delineation on alluvial fans developed for the National Flood Insurance Program (NFIP) may be modified to provide estimates of peak flood flows of specified return periods at transportation alignments, such as aqueducts or railroads, crossing alluvial fans. The modified methodology divides the total length of the alignment into segments, and the peak flow expected in each segment during a flood event is estimated as a function of the return period of the event, the segment length, and the location of the alignment on the alluvial fan. This estimate of the peak flow can be used to properly size the facilities such as dikes, berms, and culverts to protect the alignment from flood damage. The proposed methodology has potential applications in any environment where transportation alignments must cross alluvial fans on which the hydraulic processes are similar to those for which the NFIP methodology was developed. An example of the use of this methodology is provided.
    publisherAmerican Society of Civil Engineers
    titleDesign of Flood Protection for Transportation Alignments on Alluvial Fans
    typeJournal Paper
    journal volume118
    journal issue2
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1992)118:2(320)
    treeJournal of Irrigation and Drainage Engineering:;1992:;Volume ( 118 ):;issue: 002
    contenttypeFulltext
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