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Volumn 24, Issue 6, 1997, Pages 996-1006

Maximum scour depth at bridge abutments terminating in the floodplain zone

Author keywords

Bridge abutments; Compound channel; Floodplain; Lateral momentum transfer; Local scour; Maximum scour depth

Indexed keywords


EID: 0000256741     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/cjce-24-6-996     Document Type: Article
Times cited : (27)

References (23)
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    • (1988) A Study of Abutment Scour
    • Kwan, T.F.1
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    • 0007786587 scopus 로고
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    • (1952) Proceedings of the 5th Hydraulics Conference , pp. 179-197
    • Laursen, E.M.1
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    • Myers, W.R.C.1
  • 18
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    • Raudkivi, A.J., and Sutherland, A.J. 1981. Scour at bridge crossings. Road Research Unit, National Roads Board, New Zealand, Bulletin No. 54.
    • (1981) Scour at Bridge Crossings
    • Raudkivi, A.J.1    Sutherland, A.J.2
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    • A laboratory investigation into the interaction between the flow in the channel of a river and that over its flood plain
    • Sellin, R.H.J. 1964. A laboratory investigation into the interaction between the flow in the channel of a river and that over its flood plain. La Houille Blanche, 7: 793-801.
    • (1964) La Houille Blanche , vol.7 , pp. 793-801
    • Sellin, R.H.J.1
  • 21
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    • Clear-water scour around abutments in floodplains
    • Sturm, T.W., and Janjua, N.S. 1994. Clear-water scour around abutments in floodplains. ASCE Journal of Hydraulic Engineering, 120(8): 956-972.
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    • Sturm, T.W.1    Janjua, N.S.2
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    • Townsend, D.R.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.