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    Critical Scour: New Bed Protection Design Method

    Source: Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 010
    Author:
    Maarten B. de Groot
    ,
    Abraham J. Bliek
    ,
    Henk van Rossum
    DOI: 10.1061/(ASCE)0733-9429(1988)114:10(1227)
    Publisher: American Society of Civil Engineers
    Abstract: A new design philosophy for granular bed protection is given; this is referred to as the “critical scour” method. Critical scour is defined as the scour that is admissible for protection of a granular bed during its lifetime. First the traditional “critical shear” design method is discussed, and some of its shortcomings are described. These shortcomings can be overcome by application of the critical scour method. The basic philosophy of the critical scour method is given, and the two main parameters (load on the cover layer and strength of the cover layer, defined as expected and admissible scour, respectively) are discussed in more detail. The load and strength functions are then combined in a risk analysis. An example from engineering practice demonstrates the advantages of the critical scour method, namely that: (1) It deepens insight into the actual scour and failure processes; and (2) it incorporates additional strength parameters, such as layer thickness, which enables the risk of damage to be predicted more accurately.
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      Critical Scour: New Bed Protection Design Method

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/22918
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    • Journal of Hydraulic Engineering

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    contributor authorMaarten B. de Groot
    contributor authorAbraham J. Bliek
    contributor authorHenk van Rossum
    date accessioned2017-05-08T20:40:04Z
    date available2017-05-08T20:40:04Z
    date copyrightOctober 1988
    date issued1988
    identifier other%28asce%290733-9429%281988%29114%3A10%281227%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22918
    description abstractA new design philosophy for granular bed protection is given; this is referred to as the “critical scour” method. Critical scour is defined as the scour that is admissible for protection of a granular bed during its lifetime. First the traditional “critical shear” design method is discussed, and some of its shortcomings are described. These shortcomings can be overcome by application of the critical scour method. The basic philosophy of the critical scour method is given, and the two main parameters (load on the cover layer and strength of the cover layer, defined as expected and admissible scour, respectively) are discussed in more detail. The load and strength functions are then combined in a risk analysis. An example from engineering practice demonstrates the advantages of the critical scour method, namely that: (1) It deepens insight into the actual scour and failure processes; and (2) it incorporates additional strength parameters, such as layer thickness, which enables the risk of damage to be predicted more accurately.
    publisherAmerican Society of Civil Engineers
    titleCritical Scour: New Bed Protection Design Method
    typeJournal Paper
    journal volume114
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1988)114:10(1227)
    treeJournal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 010
    contenttypeFulltext
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