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CALCULATION AND CONTROL OF FLOW PATH LENGTH IN SUPERELEVATION SECTIONS

机译:超高剖面流道长度的计算与控制

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摘要

For the sake of researching the drainage on superelevation section, according to the character of the superelevation gradient process, the calculation models of flow path length for superelevation gradient sections with the same change direction and the opposite are built by FDM and multiple linear regression method. Then, Considered traffic safety and unfavorable drainage combination state with the critical water film thickness, the formula of the flow path maximum control length is deduced based on flow continuity and momentum theory. The maximum length of flow path should not exceed 41 m for highway in 80km/h. Finally, the calculation model is verified to be workable and reasonable by the engineering example, and flow path length can be reduced by setting appropriate longitudinal slope or superelevation to improve the road surface drainage condition.
机译:为了研究超高断面的排水,根据超高梯度过程的特点,采用FDM和多元线性回归方法建立了变化方向相同,方向相反的超高梯度断面的流道长度计算模型。然后,考虑到具有临界水膜厚度的交通安全和不利的排水组合状态,基于流连续性和动量理论推导了流路最大控制长度的公式。在80 km / h的高速公路中,最大流径不应超过41 m。最后,通过工程实例验证了该计算模型的可行性和合理性,通过设置适当的纵向坡度或超高以改善路面排水条件可以减小流道长度。

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