Hydraulics of Single Span Arch Bridge Construction
Hydraulics of Single Span Arch Bridge Construction
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DOI：
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发表时间：
1962
影响因子：
2.4
通讯作者：
P. F. Biery;J. Delleur
中科院分区：
文献类型：
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作者：
P. F. Biery;J. Delleur
在无斜交、无偏心、进口无圆拱的条件下进行了一系列模型试验，提出了广义回水方程，利用该方程可以根据桥跨、水流宽度和来流佛汝德数计算回水超高。
Series of model tests were run for condition of no skew, no eccentricity, and no entrance rounding; generalized backwater equation is presented, by means of which backwater superelevation may be evaluated in terms of bridge span, stream width and Froude number of approaching flow.