YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    Search 
    •   YE&T Library
    • Search
    •   YE&T Library
    • Search
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Search

    Show Advanced FiltersHide Advanced Filters

    Filters

    Use filters to refine the search results.

    Now showing items 1-10 of 34

    • Relevance
    • Title Asc
    • Title Desc
    • Year Asc
    • Year Desc
    • 5
    • 10
    • 20
    • 40
    • 60
    • 80
    • 100
  • Export
    • CSV
    • RIS
    • Sort Options:
    • Relevance
    • Title Asc
    • Title Desc
    • Issue Date Asc
    • Issue Date Desc
    • Results Per Page:
    • 5
    • 10
    • 20
    • 40
    • 60
    • 80
    • 100

    Wave‐Induced Pressure under Gravity Structure 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 001
    Author(s): Philip L.‐F. Liu
    Publisher: American Society of Civil Engineers
    Abstract: The wave‐induced seepage flow in a porous seabed in the neighborhood of a gravity structure is solved exactly by two‐dimensional potential flow theory. The distribution of the hydrodynamic pore‐water pressure along the ...
    Request PDF

    Diffraction of Solitary Waves 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1984:;Volume ( 110 ):;issue: 002
    Author(s): Philip L.‐F. Liu
    Publisher: American Society of Civil Engineers
    Abstract: Diffraction of solitary waves by a semi‐infinite thin barrier is studied both theoretically and experimentally. A theoretical solution is developed based on the linear shallow water wave theory. The linear wave theory ...
    Request PDF

    Viscous Effects on Evolution of Stokes Waves 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1986:;Volume ( 112 ):;issue: 001
    Author(s): Philip L.‐F. Liu
    Publisher: American Society of Civil Engineers
    Abstract: The effects of laminar viscosity on the evolution of a steady Stokes wave train are investigated by employing a boundary‐layer method. It is assumed that the nonlinearity of the second order in the wave slope,
    Request PDF

    Editor's Note 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 004
    Author(s): Philip L.‐F. Liu
    Publisher: American Society of Civil Engineers
    Request PDF

    Internal Wave-Maker for Navier-Stokes Equations Models 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1999:;Volume ( 125 ):;issue: 004
    Author(s): Pengzhi Lin; Philip L.-F. Liu
    Publisher: American Society of Civil Engineers
    Abstract: The flow motion of incompressible fluid can be described by Navier-Stokes equations with the continuity equation, which requires zero divergence of the velocity vector (i.e., ∂
    Request PDF

    Numerical Prediction of Wave Transformation 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 005
    Author(s): Philip L.‐F. Liu; Ting‐Kuei Tsay
    Publisher: American Society of Civil Engineers
    Abstract: A numerical model based on the parabolic approximation method is developed to calculate the wave characteristics in the nearshore region. The model is developed for monochromatic linear waves and considers refraction, ...
    Request PDF

    Wave Transmission Through Submerged Apertures 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 006
    Author(s): Philip L.‐F. Liu; Jiankang Wu
    Publisher: American Society of Civil Engineers
    Abstract: The method of matched asymptotic expansion is used to develop theoretical solutions for the diffraction of oblique incident waves by an infinite vertical barrier with a small submerged slit in constant water depth. The ...
    Request PDF

    Finite Element Modeling of Nonlinear Coastal Currents 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 002
    Author(s): Chung‐Shang Wu; Philip L.‐F. Liu
    Publisher: American Society of Civil Engineers
    Abstract: A numerical model describing wave‐induced mean sea level variations and coastal currents in the nearshore region is developed by the finite element method. The model includes nonlinear convective accelerations, lateral ...
    Request PDF

    Wave Propagation Between Two Breakwaters 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1988:;Volume ( 114 ):;issue: 002
    Author(s): Philip L.‐F. Liu; Polly L. Boissevain
    Publisher: American Society of Civil Engineers
    Abstract: A numerical model for computing wave propagations between two breakwaters is presented. Each breakwater consists of one or two straight‐line segments. Water depth varies in space. The numerical model is based on the parabolic ...
    Request PDF

    Stem Waves along Breakwater 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1989:;Volume ( 115 ):;issue: 005
    Author(s): Sung B. Yoon; Philip L.‐F. Liu
    Publisher: American Society of Civil Engineers
    Abstract: Based on Boussinesq equations and parabolic approximation, the forward diffraction of cnoidal waves by a straight breakwater is studied numerically. The formation of stem waves along the breakwater and the relation between ...
    Request PDF
    • 1
    • 2
    • 3
    • 4
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     

    Author

    ... View More

    Publisher

    Year

    Type

    Content Type

    Publication Title

    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian