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 10

    • 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

    Closure to “The Fall‐Velocity Equation” by John P. Ahrens 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;issue: 004
    Author(s): John P. Ahrens
    Publisher: American Society of Civil Engineers
    Request PDF

    A Fall-Velocity Equation 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2000:;Volume ( 126 ):;issue: 002
    Author(s): John P. Ahrens
    Publisher: American Society of Civil Engineers
    Abstract: Over the last several decades, there has been a conspicuous increase in the coastal engineering literature in the use of the fall velocity as a variable to characterize sediment. The increasing interest in fall velocity ...
    Request PDF

    Simple Equations to Calculate Fall Velocity and Sediment Scale Parameter 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2003:;Volume ( 129 ):;issue: 003
    Author(s): John P. Ahrens
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates and compares four simple, continuous equations that can potentially make useful estimates of fall velocity. These estimates span the range of laminar, transitional, and turbulent flow regimes. All ...
    Request PDF

    Stability of Reef Breakwaters 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1989:;Volume ( 115 ):;issue: 002
    Author(s): John P. Ahrens
    Publisher: American Society of Civil Engineers
    Abstract: This paper discusses the stability of a class of rubble mounds referred to as reef breakwaters. Reef breakwaters do riot have a multilayer cross section like conventional breakwaters but are a homogeneous pile of stone. ...
    Request PDF

    Closure to “<i>Stability of Reef Breakwaters</i>” by John P. Ahrens (March, 1989, Vol. 115, No. 2) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1991:;Volume ( 117 ):;issue: 002
    Author(s): John P. Ahrens
    Publisher: American Society of Civil Engineers
    Request PDF

    Wave Runup Formulas for Smooth Slopes 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 001
    Author(s): John P. Ahrens; Martin F. Titus
    Publisher: American Society of Civil Engineers
    Abstract: A method of estimating wave runups on plane, smooth slopes is presented. The method uses empirical formulas to predict monochromatic wave runups for a wide range of surf conditions. Intuitive arguments are used to support ...
    Request PDF

    Velocity Parameters for Predicting Cross-Shore Sediment Movement 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1998:;Volume ( 124 ):;issue: 001
    Author(s): John P. Ahrens; Edward B. Hands
    Publisher: American Society of Civil Engineers
    Abstract: This paper discusses a method to estimate the tendency of sediment to move onshore or offshore under the influence of waves in shallow water. Motivation for this study is provided by the need for conceptually simple models ...
    Request PDF

    Irregular Wave Runup on Riprap Revetments 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1988:;Volume ( 114 ):;issue: 004
    Author(s): John P. Ahrens; Martha S. Heimbaugh
    Publisher: American Society of Civil Engineers
    Abstract: Runup is one of the most important factors affecting the design of revetments exposed to wave action. Generally, riprap revetments are designed so that little or no runup exceeds the top of the protection. In the past this ...
    Request PDF

    Performance of Bermed Revetments 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1991:;Volume ( 117 ):;issue: 005
    Author(s): John P. Ahrens; Donald L. Ward
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory tests with irregular waves to determine wave run-up characteristics and armor stability of riprap revetments are discussed. Tests include conventional, plane, 1-on-2 slope revetments and conventional revetments ...
    Request PDF

    A Fall-Velocity Equation 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;issue: 004
    Author(s): Hsien-Kuo Chang; Jin-Cheng Liou; Nian-Sheng Cheng; John P. Ahrens
    Publisher: American Society of Civil Engineers
    Request PDF
    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

    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