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ZHUANG Yuan LIU Zu-yuan 《船舶与海洋工程学报》2007,6(1):53-57
At present, the method of calculating the turbulent flow width around the bridge pier is not given in the "Standard for Inland River Navigation" (GB50139-2004) in China, and the bridge designer usually increases the bridge span in order to ensure the navigation safety, which increases both of the structural design difficulty and the project investments. Therefore, it is extremely essential to give a research on the turbulent flow width around the bridge pier. Through the experiments of the fixed bed and the mobile bed, the factors influencing the turbulent flow width around the bridge pier have been analyzed, such as the approaching flow speed, the water depth, the angles between the bridge pier and the flow direction, the sizes of bridge pier, the shapes of the bridge pier, and the scouring around the bridge pier, etc. Through applying the dimension analytic method to the measured data, the formula of calculating the turbulent flow width around the bridge pier is then inferred. 相似文献
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内河三叉河口水域船舶避碰路径优化研究 总被引:1,自引:0,他引:1
为避免人为失误引起内河三叉河口水域船舶碰撞事故,提出一种新的避碰空间模型--船舶动态避碰空间模型,用于内河三叉河口水域船舶避碰决策,运用遗传达退火算法对内河三叉河口水域船舶避碰路径进行优化,仿真结果表明,所提出的模型及算法可行. 相似文献
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粘弹性饱和土体中半封闭圆形隧洞的稳态响应分析 总被引:3,自引:0,他引:3
基于Biot波动方程,引入更符合工程实际的半透水边界条件,研究粘弹性饱和土体中半封闭圆形隧洞的稳态响应。得到隧洞边界作用轴对称荷载和内水压力条件下的应力、位移和超孔隙水压力解,并进行隧洞衬砌渗透性参数和土体粘滞阻尼系数对稳态条件下隧洞应力、位移和超孔隙水压力幅值影响的算例分析。结果表明:渗透性参数对隧洞稳态响应的影响在内水压力条件下比在轴对称荷载条件下大;内水压力引起的隧洞径向位移幅值比轴对称荷载小;粘滞阻尼系数越大径向位移幅值衰减越快。 相似文献
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很高兴应邀出席博鳌亚洲论坛-2004深圳国际物流大会.与来自亚洲和世界各地的人士一道,相聚在深圳这个美丽的海滨城市,共同商讨物流产业发展策略.共同展望物流产业的发展前景。请允许我代表中华人民共和国交通部和张春贤部长对大会的召开表示热烈祝贺! 相似文献