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桥位附近水流及局部冲刷的数值模拟
引用本文:彭凯,张绪进,赵世强.桥位附近水流及局部冲刷的数值模拟[J].水科学进展,2001,12(2):196-200.
作者姓名:彭凯  张绪进  赵世强
作者单位:重庆交通学院西南水运工程科研所, 重庆400016
摘    要:将平面二维河道推移质冲淤数学模型和桥位局部冲刷经验公式有机地结合起来,计算整体河段泥沙冲淤和桥位局部地区泥沙冲刷,既考虑了局部流态对整体流场的影响,又反应了整体流场对局部流态的影响.文中以长江黄石大桥河段为例,计算其桥位冲刷,计算结果与模型测量资料基本一致,效果良好.

关 键 词:数学模型    桥位    局部冲刷
文章编号:1001-6791(2001)02-0196-05
收稿时间:2000-04-14
修稿时间:2000年4月14日

A Numerical Model of Scouring and Silting Around Bridge Location
PENG Kai,ZHANG Xu-jin,ZHAO Shi-qiang.A Numerical Model of Scouring and Silting Around Bridge Location[J].Advances in Water Science,2001,12(2):196-200.
Authors:PENG Kai  ZHANG Xu-jin  ZHAO Shi-qiang
Institution:Southwest Engineering Research Institute on Water Way, Chongqing Jiaotong Institute, Chongqing 400016, China
Abstract:In this paper,the scouring and silting can be computed by wmbining the 2-D plane bed load numerical model with the experimental scouring formula around bridge-pier in the whole computational reach and the location around bridge-pier,which takes into account of the interaction between whole flow and local flow condition in river.A reach of Changjiang river near Huangshi bridge is taken as a computational example,which computed local scouring around the brige-pier,and the computational results basically coinside with the measured data.
Keywords:numerical model  bridge location  local scouring  
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