Journal of Chongqing Jiaotong University(Natural Science) ›› 1996, Vol. 15 ›› Issue (3): 1-4,10.
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Yang Bin1, Zheng Yingong1, Wu Wu1, Xiao Shengxie2
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杨斌1, 郑银功1, 吴珷1, 肖盛燮2
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Abstract: In this paper, calculation equation of stream drag of the flat bridge's surface during the flood is derived by friction drag calcularion equation of plane wall flow and shape drag calculation method of 2-dimensions rectangle cylinder, ran don characteristic and numeral stativstics feature of stream drag are discussed, and instantaneous maxium value of strearn drag of the flat bridge's surface is got.
Key words: the flatbridge's surface, stream drag, fluctuanty, normal distribution
摘要: 笔者利用平面壁流的摩擦阻力计算公式及二维矩形柱体形状阻力(亦称压差阻力)的计算方法导出了洪水期间板桥桥面水流阻力的计算公式;讨论了水流阻力脉动的随机特性及其数字统计特征:得到了洪水期间板桥桥面水流阻力的瞬时最大值.
关键词: 板桥桥面, 水流阻力, 脉动, 正态分布
Yang Bin, Zheng Yingong, Wu Wu, Xiao Shengxie. Calculation of Stream Drag of the Flatbridge's Surface during the Flood[J]. Journal of Chongqing Jiaotong University(Natural Science), 1996, 15(3): 1-4,10.
杨斌, 郑银功, 吴珷, 肖盛燮. 洪水期间板桥桥面水流阻力的计算[J]. 重庆交通大学学报(自然科学版), 1996, 15(3): 1-4,10.
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