摘要
通过水工模型试验,对于采用圆形桥墩、河槽没有路堤压缩的情况进行了模拟,分析了斜交桥的最大壅水值随斜交角度、跨度、墩径、宽深比的变化趋势,揭示了斜交桥壅水值变化的内在规律,通过回归分析给出了斜交桥壅水高度修正系数的计算公式。基于斜交桥的水流特点及尾流扩散理论,考虑上游桥墩尾流对下游水流的干扰,下游桥墩的壅水对上游水流的影响,给出桥前壅水的计算公式。
For lack of the theoretical calculation method at present, the skew bridge backwater is simulated in adopting circle pier and embank uncompressing river through hydraulic models. With the change of skew angle, the change of backwater is analysis. The model experiment indicates the immanence law of the change of the height of backwater around the skew bridge. The calculation formula for the correct coefficient of the skew bridge backwater height is given through the regress analysis. Considering interaction of piers, the calculation formula for skew bridge backwater height is deduced based on the flow character of the skew bridge and theory of trail flow.
出处
《水科学进展》
EI
CAS
CSCD
北大核心
2007年第4期504-508,共5页
Advances in Water Science
基金
国家自然科学基金资助项目(50279024)
兰州交通大学"青蓝"人才工程基金资助项目(QL-05-13A)~~
关键词
斜交桥
壅水
模型试验
回归分析
理论探讨
skew bridge
backwater
model experiment
regress analysis
theory discuss
作者简介
季日臣（1969-），男，山西朔州人，副教授，博士研究生，主要从事桥渡水文的研究。E-mail： JIRICHEN @ SOHU. COM
