多车道高速公路路面水膜厚度动态演变特征
作者:
作者单位:

作者简介:

汪宏宇(1999—), 男, 硕士, 从事道路交通安全研究工作。

通讯作者:

中图分类号:

U412.366;TU997

基金项目:

四川省交通运输科技项目(2025-A-08,2025-A-09);重庆市研究生联合培养基地建设项目(JDLHPYJD2018005)


Dynamic Evolution Characteristics of Water Film Thickness on Multi-lane Expressway Pavements
Author:
Affiliation:

1.School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400041, China
2.Sichuan Chengluying Expressway Co., Ltd., Yaan 625008, China
3.Sichuan Highway Planning, Survey, Design and Research Institute Co., Ltd., Chengdu 610041, China

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    以西南地区某扩容双向八车道高速公路为依托,基于主线设计、气候条件及交通运行状况等参数,通过多元理论公式计算不同车道的水膜厚度,分析了多车道高速公路在强降雨条件下的水膜厚度与滑水风险。研究结果表明:外侧车道因排水路径长合成坡度小,水膜厚度显著高于内侧车道;降雨强度178 mm/h时,最外侧车道水膜厚达2.494 mm约内侧3倍,远超滑水临界值1.2 mm。透水沥青路面在降雨60 mm/h时,水膜厚度较普通路面降低36%,并抑制增幅20%~30%。基于水膜厚度-滑水速度映射关系,提出分车道限速策略:降雨60~150 mm/h时,外侧车道限速60~80 km/h,内侧车道限速90~110 km/h;极端降雨时全域限速降至60~80 km/h。结合透水路面可进一步降低滑水风险,为多车道高速排水优化、雨天交通管控及安全运营提供依据。

    Abstract:

    Relying on a certain expanded two-way eight-lane expressway in the southwest region, and based on the parameters such as the mainline design, climatic conditions and traffic operation status, the water film thickness of different lanes is calculated through multi-element theoretical formulas, and the water film thickness and aquaplaning risk of multi-lane expressways under heavy rainfall conditions are analyzed. The research results show that the water film thickness of the outer lanes is significantly higher than that of the inner lanes due to the longer drainage path and smaller synthetic slope. When the rainfall intensity is 178 mm/h, the water film thickness of the outermost lane reaches 2.494 mm about three times that of the inner lane, far exceeding the critical value of 1.2 mm for aquaplaning. When the rainfall intensity is 60 mm/h, the water film thickness of the permeable asphalt pavement is 36% lower than that of the ordinary pavement, and the increase is suppressed by 20%~30%. Based on the mapping relationship between water film thickness and aquaplaning speed, a lane-specific speed limit strategy is proposed, that is when the rainfall intensity is 60 ~150 mm/h, the speed limit for the outer lanes is 60~80 km/h, and for the inner lanes, it is 90~110 km/h, and in extreme rainfall conditions, the speed limit for the entire area is reduced to 60~80 km/h. Combined with permeable pavement, the risk of aquaplaning can be further reduced, providing a basis for drainage optimization, traffic control and safe operation of multi-lane expressways in rainy days.

    参考文献
    相似文献
    引证文献
引用本文

汪宏宇,吴建,何恩怀,何云勇,高建平.多车道高速公路路面水膜厚度动态演变特征[J].城市道桥与防洪,2025,(12):7-11.

复制
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:2025-07-10
  • 最后修改日期:2025-07-31
  • 录用日期:2025-08-12
  • 在线发布日期: 2025-12-17
  • 出版日期:
关闭