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    Roughness of Loose Rock Riprap on Steep Slopes

    Source: Journal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 002
    Author:
    C. E. Rice
    ,
    K. C. Kadavy
    ,
    K. M. Robinson
    DOI: 10.1061/(ASCE)0733-9429(1998)124:2(179)
    Publisher: American Society of Civil Engineers
    Abstract: A study was conducted to determine the roughness of rock riprap laid on steep slopes. Tests were conducted in a 1.07 m wide flume and two 2.74 m wide field-scale structures using angular riprap with median diameters
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      Roughness of Loose Rock Riprap on Steep Slopes

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    https://yetl.yabesh.ir/yetl1/handle/yetl/24584
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    contributor authorC. E. Rice
    contributor authorK. C. Kadavy
    contributor authorK. M. Robinson
    date accessioned2017-05-08T20:43:05Z
    date available2017-05-08T20:43:05Z
    date copyrightFebruary 1998
    date issued1998
    identifier other%28asce%290733-9429%281998%29124%3A2%28179%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24584
    description abstractA study was conducted to determine the roughness of rock riprap laid on steep slopes. Tests were conducted in a 1.07 m wide flume and two 2.74 m wide field-scale structures using angular riprap with median diameters
    publisherAmerican Society of Civil Engineers
    titleRoughness of Loose Rock Riprap on Steep Slopes
    typeJournal Paper
    journal volume124
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1998)124:2(179)
    treeJournal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 002
    contenttypeFulltext
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