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 14

    • 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

    Flow Intensity Parameter in Pier Scour Experiments 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 011
    Author(s): Gonzalo Simarro; Luis Teixeira; António H. Cardoso
    Publisher: American Society of Civil Engineers
    Abstract: Technical note discusses a detailed approach to dimensional analysis for the bridge pier scour phenomenon and the introduction of flow intensity. It demonstrates the dependence of critical upstream velocity on the rest of ...
    Request PDF

    Protecting Vertical-Wall Abutments with Riprap Mattresses 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 006
    Author(s): António H. Cardoso; Cristina M. Fael
    Publisher: American Society of Civil Engineers
    Abstract: This study addresses the design of riprap mattresses as a scour countermeasure near vertical-wall bridge abutments under clear water flow conditions. It specifically deals with the diameter of riprap,
    Request PDF

    Closure to “Flow Intensity Parameter in Pier Scour Experiments” by Gonzalo Simarro, Luis Teixeira, and António H. Cardoso 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 002
    Author(s): Gonzalo Simarro; Luis Teixeira; António H. Cardoso
    Publisher: American Society of Civil Engineers
    Request PDF

    Closure to “Protecting Vertical-Wall Abutments with Riprap Mattresses” by A. H. Cardoso and C. M. S. Fael 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 010
    Author(s): António H. Cardoso; Cristina M. Fael
    Publisher: American Society of Civil Engineers
    Request PDF

    Subtraction Approach to Experimentally Assess the Contribution of the Complex Pier Components to the Local Scour Depth 

    Source: Journal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 004
    Author(s): Mario Moreno; Rodrigo Maia; Lúcia Couto; António H. Cardoso
    Publisher: American Society of Civil Engineers
    Request PDF

    Countermeasures against Local Scouring at Bridge Piers: Slot and Combined System of Slot and Bed Sill 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 005
    Author(s): Carmelo Grimaldi; Roberto Gaudio; Francesco Calomino; António H. Cardoso
    Publisher: American Society of Civil Engineers
    Abstract: Results are presented and discussed from two laboratory experimental campaigns specifically designed to investigate the behavior of a slot as countermeasure against local scouring at a smooth circular bridge pier, close ...
    Request PDF

    Effects of Pile Cap Thickness on the Maximum Scour Depth at a Complex Pier 

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 005
    Author(s): Domenico Ferraro; Ali Tafarojnoruz; Roberto Gaudio; António H. Cardoso
    Publisher: American Society of Civil Engineers
    Abstract: An experimental campaign of 21 long-duration tests on scouring at complex piers of different configurations was performed to investigate the effect of pile cap thickness on the temporal evolution of the maximum scour depth ...
    Request PDF

    Control of Scour at Bridge Piers by a Downstream Bed Sill 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 001
    Author(s): Carmelo Grimaldi; Roberto Gaudio; Francesco Calomino; António H. Cardoso
    Publisher: American Society of Civil Engineers
    Abstract: Results are presented from laboratory experiments to investigate the effectiveness of bed sills as countermeasures against local scouring at a smooth circular bridge pier, for flow conditions near the threshold of uniform ...
    Request PDF

    Estimating Equilibrium Scour Depth at Cylindrical Piers in Experimental Studies 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 009
    Author(s): Gonzalo Simarro; Cristina M. S. Fael; António H. Cardoso
    Publisher: American Society of Civil Engineers
    Abstract: Using data from six very long experiments on local scour at single cylindrical piers, some of the existing equilibrium criteria found in the literature are assessed. It is found that common criteria, which consider scour ...
    Request PDF

    Discussion of “Coupled and Decoupled Numerical Modeling of Flow and Morphological Evolution in Alluvial Rivers” by Zhixian Cao, Rodney Day, and Shinji Egashira 

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 009
    Author(s): Rui M. L. Ferreira; João G. B. Leal; António H. Cardoso
    Publisher: American Society of Civil Engineers
    Request PDF
    • 1
    • 2
    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