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    Assessing Erosion Hazards due to Floods on Fans: Physical Modeling and Application to Engineering Challenges

    Source: Journal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 008
    Author:
    Brett Eaton
    ,
    Lucy MacKenzie
    ,
    Matthias Jakob
    ,
    Hamish Weatherly
    DOI: 10.1061/(ASCE)HY.1943-7900.0001318
    Publisher: American Society of Civil Engineers
    Abstract: Experiments using a 1∶30 scale physical model show that channel degradation on alluvial fans is dominated by lateral channel migration rather than vertical incision. The results are used to estimate the exposure probability during single flood events with peak flows up to twice the formative flow, considering both the burial depth beneath the channel bed and the setback from the channel banks. For the largest flows modeled, the exposure probability fell below the detection limits for this analysis when the burial depth was greater than approximtely 3.6 times the mean flow depth, and the lateral setback distance was greater than approxinately 0.9 times the mean flow width for the formative flow. The minimum depth-of-cover criterion accounts for the worst-case occurrence of net bed degradation during a single flood event, but does not consider the vertical degradation that could occur in channels because of knickpoint development and migration, or in channels with engineered banks that prevent channel width adjustments; they also do not consider the potential effects of debris flows. These hazards are driven by different processes and require different analyses to evaluate the potential exposure risk. Because the experiments evaluated the effects of single flood events, the results do not account for shifting channel position over time, and they are intended to guide monitoring of channel behavior for existing infrastructure. The results also can be used to guide infrastructure design, but in this case the design will need to consider the cumulative effect of channel migration and avulsion over the design life span of the infrastructure.
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      Assessing Erosion Hazards due to Floods on Fans: Physical Modeling and Application to Engineering Challenges

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4238950
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    contributor authorBrett Eaton
    contributor authorLucy MacKenzie
    contributor authorMatthias Jakob
    contributor authorHamish Weatherly
    date accessioned2017-12-16T09:07:47Z
    date available2017-12-16T09:07:47Z
    date issued2017
    identifier other%28ASCE%29HY.1943-7900.0001318.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4238950
    description abstractExperiments using a 1∶30 scale physical model show that channel degradation on alluvial fans is dominated by lateral channel migration rather than vertical incision. The results are used to estimate the exposure probability during single flood events with peak flows up to twice the formative flow, considering both the burial depth beneath the channel bed and the setback from the channel banks. For the largest flows modeled, the exposure probability fell below the detection limits for this analysis when the burial depth was greater than approximtely 3.6 times the mean flow depth, and the lateral setback distance was greater than approxinately 0.9 times the mean flow width for the formative flow. The minimum depth-of-cover criterion accounts for the worst-case occurrence of net bed degradation during a single flood event, but does not consider the vertical degradation that could occur in channels because of knickpoint development and migration, or in channels with engineered banks that prevent channel width adjustments; they also do not consider the potential effects of debris flows. These hazards are driven by different processes and require different analyses to evaluate the potential exposure risk. Because the experiments evaluated the effects of single flood events, the results do not account for shifting channel position over time, and they are intended to guide monitoring of channel behavior for existing infrastructure. The results also can be used to guide infrastructure design, but in this case the design will need to consider the cumulative effect of channel migration and avulsion over the design life span of the infrastructure.
    publisherAmerican Society of Civil Engineers
    titleAssessing Erosion Hazards due to Floods on Fans: Physical Modeling and Application to Engineering Challenges
    typeJournal Paper
    journal volume143
    journal issue8
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001318
    treeJournal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 008
    contenttypeFulltext
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