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    Turbulent Boundary Layer in Wave‐current Motion 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 008
    Author(s): Jørgen Fredsøe
    Publisher: American Society of Civil Engineers
    Abstract: The mean current velocity profile in the combined wave‐current motion is calculated by use of the depth‐integrated momentum equation. The velocity distribution is assumed to be logarithmic inside as well as outside the ...
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    Pipeline–Seabed Interaction 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2016:;Volume ( 142 ):;issue: 006
    Author(s): Jørgen Fredsøe
    Publisher: American Society of Civil Engineers
    Abstract: A review of the existing research on the interaction between a pipeline and an erodible bed exposed to waves and/or currents is presented. The review covers three topics: scour, liquefaction, and lateral stability of ...
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    Discussion of “<i>Test of Selected Sediment‐Transport Formulas</i>” by Tatsuaki Nakato (March, 1990, Vol. 116, No. 3) 

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 009
    Author(s): Jørgen Fredsøe
    Publisher: American Society of Civil Engineers
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    Turbulent Separation Around Cylinders in Waves 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1986:;Volume ( 112 ):;issue: 002
    Author(s): Jørgen Fredsøe; Peter Justesen
    Publisher: American Society of Civil Engineers
    Abstract: The development of the turbulent boundary layer around a circular cylinder in oscillatory flow is investigated by the depth integrated equation of momentum. The shape of the velocity profile is assumed to be log‐linear. ...
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    Sediment Transport and Backfilling of Trenches in Oscillatory Flow 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;issue: 005
    Author(s): Jacob Hjelmager Jensen; Jørgen Fredsøe
    Publisher: American Society of Civil Engineers
    Abstract: By means of detailed mathematical modeling the processes responsible for the morphological evolution of small-scale excavations exposed to wave-induced flow are investigated. The problem is relevant when assessing rates ...
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    Closure to “<i>Lift Forces on Pipelines in Steady Flow</i>” by Jørgen Fredsøe and Erik Asp Hansen (March, 1987, Vol. 113, No. 2) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1988:;Volume ( 114 ):;issue: 006
    Author(s): Jørgen Fredsøe; Erik Asp Hansen
    Publisher: American Society of Civil Engineers
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    Data Analysis of Bed Concentration of Suspended Sediment 

    Source: Journal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 009
    Author(s): Julio A. Zyserman; Jørgen Fredsøe
    Publisher: American Society of Civil Engineers
    Abstract: An empirical relation for the bed concentration of suspended sediment
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    Scour around Pile in Combined Waves and Current 

    Source: Journal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 005
    Author(s): B. Mutlu Sumer; Jørgen Fredsøe
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of an experimental study on scour around a pile subject to combined waves and current. Irregular waves were used in the experiments, which were carried out both for codirectional waves and ...
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    Lift Forces on Pipelines in Steady Flow 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 002
    Author(s): Jørgen Fredsøe; Erik Asp Hansen
    Publisher: American Society of Civil Engineers
    Abstract: This paper considers the lift forces acting on a pipe with or without a small gap between the pipe and the seabed. From simple physical considerations, it is explained why the potential theory that predicts a downward lift ...
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    Scour below Pipelines in Waves 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 003
    Author(s): B. Mutiu Sumer; Jørgen Fredsøe
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of an experimental investigation on scour below pipelines exposed to waves. The effect of lee‐wake of the pipe is the key element in the scour process, and it is demonstrated that the ...
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