中大學術數位典藏-NCU Institutional Repository-提供博碩士論文、考古題、期刊論文、研究計畫等下載:Item 987654321/100612
English  |  正體中文  |  简体中文  |  Items with full text/Total items : 94201/94201 (100%)
Visitors : 81547892      Online Users : 1829
RC Version 7.0 © Powered By DSPACE, MIT. Enhanced by NTU Library IR team.
Scope Tips:
  • please add "double quotation mark" for query phrases to get precise results
  • please goto advance search for comprehansive author search
  • Adv. Search
    HomeLoginUploadHelpAboutAdminister Goto mobile version


    Please use this identifier to cite or link to this item: https://ir.lib.ncu.edu.tw/handle/987654321/100612


    Title: Numerical analysis of free surface flow over a submerged rectangular bridge deck
    Authors: 王仲宇;Chu, Chia-Ren;Chung, Chun-Hsuan;Wu, Tso-Ren;Wang, Chung-Yue
    Contributors: 工學院土木工程學系
    Keywords: Blockage;Bridge decks;Computational fluid dynamics;Cylinders;Drag coefficients;Fluid flow;Froude number;Mathematical models;Technical Papers
    Date: 2016-12-01
    Issue Date: 2026-04-21 14:08:43 (UTC+8)
    Publisher: American Society of Civil Engineers (ASCE);American Society of Civil Engineers
    Abstract: 摘要: AbstractThis study integrates a large eddy simulation model to investigate the effect of a submerged rectangular cylinder on the hydrodynamics of free surface flows. The simulation results are validated by the results of flume experiments. Then the numerical model is utilized to examine the influences of Reynolds number, Froude number, and blockage ratio on the flow field and the force coefficients of the deck. The simulation results reveal that the drag coefficient is dependent on the deck’s Froude number and blockage ratio of the bridge deck, rather than the Reynolds number. For both subcritical and transcritical flows, the drag coefficient increases as the blockage ratio increases. However, due to the wave-induced drag, the drag coefficient of the cylinder in transcritical flows is greater than that in subcritical flows with the same blockage ratio. On the other hand, the lift coefficient is a function of the submergence ratio and the deck’s Froude number. The separation shear flow on the upper side of the cylinder is constrained by the water surface when the submergence ratio h*<2.0, and resulting in an asymmetric pressure distribution on the upper and lower sides of the deck, which subsequently generates a downward force on the bridge deck.
    出版者: American Society of Civil Engineers
    出版日期: 2016-12-01
    出處: Journal of Hydraulic Engineering, 2016-12, Vol.142 (12)
    版權: 2016 American Society of Civil Engineers
    識別號: ISSN: 0733-9429
    識別號: EISSN: 1943-7900
    識別號: DOI: 10.1061/(ASCE)HY.1943-7900.0001177
    Appears in Collections:[Department of Civil Engineering] journal & Dissertation

    Files in This Item:

    File Description SizeFormat
    index.html0KbHTML28View/Open


    All items in NCUIR are protected by copyright, with all rights reserved.

    社群 sharing

    ::: Copyright National Central University. | 國立中央大學圖書館版權所有 | 收藏本站 | 設為首頁 | 最佳瀏覽畫面: 1024*768 | 建站日期:8-24-2009 :::
    DSpace Software Copyright © 2002-2004  MIT &  Hewlett-Packard  /   Enhanced by   NTU Library IR team Copyright ©   - 隱私權政策聲明