暴雨条件下高速公路超高缓和段积水深度分布模型构建

doi:10.3969/j.issn.1674-0696.2023.06.05

重庆交通大学学报（自然科学版） ›› 2023, Vol. 42 ›› Issue (6): 32-39.DOI: 10.3969/j.issn.1674-0696.2023.06.05

• 交通+大数据人工智能 • 上一篇

暴雨条件下高速公路超高缓和段积水深度分布模型构建

张驰1，周郁茗1，张昆仑2，张敏3

(1.长安大学公路学院，陕西西安 710064； 2.广东省交通规划设计研究院股份有限公司，广东广州 510635； 3.长安大学运输工程学院，陕西西安 710064)

收稿日期:2021-08-18 修回日期:2022-01-15 发布日期:2023-08-01
作者简介:张驰（1981—），男，四川宜宾人，教授，博士，主要从事交通安全与交通BIM方面的研究。E-mail：zhangchi@chd.edu.cn
基金资助:
国家重点研发计划资助项目（2020YFC1512005 ）；中交一公院科创基金项目（KCJJ2020-24）

The Accumulated Water Depth Distribution Model of Superelevation Runoff of Highway under Rainstorm Conditions

ZHANG Chi1, ZHOU Yuming1, ZHANG Kunlun2, ZHANG Min3

(1. School of Highway, Chang an University, Xian 710064, Shaanxi, China; 2. Guangdong Transportation Planning & Design Institute Co., Ltd., Guangzhou 510635, Guangdong, China; 3. School of Transportation Engineering, Chang an University, Xian 710064, Shaanxi, China）

Received:2021-08-18 Revised:2022-01-15 Published:2023-08-01

摘要/Abstract

摘要： 暴雨条件下高速公路超高缓和段积水易造成行车安全问题。研究超高缓和段的积水深度分布情况，能为道路设计提供理论指导。通过引入流体力学中的圣维南方程和曼宁公式，提取道路几何模型并划分道路网格，利用有限元方法对道路网格单元间的径流传递特征和径流深度进行分析，构建暴雨条件下的超高缓和段积水深度分布模型，并对双向四车道高速公路的超高缓和段进行试验分析。结果表明，积水深度分布模型能够客观反应不同道路纵坡、超高横坡、降雨强度下的超高缓和段积水深度分布状况，研究结果为道路超高缓和段排水不良路段的线形优化设计提供借鉴与指导。

关键词: 道路工程；超高缓和段；积水深度分布模型；圣维南方程；曼宁公式；暴雨条件

Abstract: Under the rainstorm conditions, the ponding in the superelevation runoff of the highway is easy to cause traffic safety problems. The distribution of accumulated water depth in the superelevation runoff was studied to provide the theoretical guidance for road design. By introducing the Saint-Venant equation and the Manning formula in fluid mechanics, the road geometric model was extracted and the road grid was divided. The finite element method was used to analyze the runoff transfer characteristics and runoff depth between the road grid units, build the distribution model of water accumulation depth in superelevation runoff under rainstorm conditions, and conduct experimental analysis on superelevation runoff of two-way four-lane highway. The results show that the accumulated water depth distribution model can objectively reflect the distribution of ponding depth in the superelevation runoff under different road longitudinal slopes, superelevation cross slopes and rainfall intensities. The research results provide reference and guidance for the linear optimization design of road sections with poor drainage in superelevation runoff.

Key words: highway engineering; superelevation runoff; accumulated water depth distribution model; Saint-Venant equation; Manning formula; rainstorm conditions

中图分类号:

U411

张驰1，周郁茗1，张昆仑2，张敏3. 暴雨条件下高速公路超高缓和段积水深度分布模型构建[J]. 重庆交通大学学报（自然科学版）, 2023, 42(6): 32-39.

ZHANG Chi1, ZHOU Yuming1, ZHANG Kunlun2, ZHANG Min3. The Accumulated Water Depth Distribution Model of Superelevation Runoff of Highway under Rainstorm Conditions[J]. Journal of Chongqing Jiaotong University(Natural Science), 2023, 42(6): 32-39.

参考文献

［1］管朝鹏.基于DPM及EWF模型的积水分布研究［D］.重庆:重庆交通大学,2015.
GUAN Zhaopeng. Study on the Distribution of Ponding Water Based on DPM and EWF ［D］. Chongqing: Chongqing Jiaotong University, 2015.
［2］季天剑，黄晓明，刘清泉.部分滑水对路面附着系数的影响［J］.交通运输工程学报,2003,3(4):10-12.
JI Tianjian, HUANG Xiaoming, LIU Qingquan. Part hydroplaning effect on pavement friction coefficient ［J］. Journal of Traffic and Transportation Engineering, 2003, 3(4):10-12.
［3］李长城，刘小明，荣建.降雨条件下高速公路车辆行驶速度特性［J］.北京工业大学学报,2015,41(3):412-418.
LI Changcheng, LIU Xiaoming, RONG Jian. Characteristics of vehicle speed for expressway under rain weather condition ［J］. Journal of Beijing University of Technology, 2015, 41(3): 412-418.
［4］王露,陈肖欣,李华恩. 大风雨雪气象条件下高速公路车辆稳定行驶的临界车速研究［J］. 重庆交通大学学报(自然科学版), 2021, 40(4): 34-40.
WANG Lu, CHEN Xiaoxin, LI Huaen. Critical speed of vehicles running stably on expressway in the weather of rain and snow under strong wind ［J］. Journal of Chongqing Jiaotong University (Natural Science), 2021, 40(4): 34-40.
［5］ ARON M，BILLOT R，EL FAOUZI N E，et al. Traffic indicators, accidents and rain: Some relationships calibrated on a French urban motorway network ［J］. Transportation Research Procedia, 2015, 10: 31-40.
［6］张燕飞.降雨条件下多车道高速公路超高过渡段交通安全保障技术研究［D］.西安:长安大学,2020.
ZHANG Yanfei. Study on Traffic Safety Assurance Technology for Superelevation Transition Section of Multi-lane Expressway under Rainy Condition ［D］. Xian: Changan University,2020.
［7］ FWA T F, KUMAR S S, ONG G P, et al. Analytical modeling of effects of rib tires on hydroplaning ［J］. Transportation Research Record ,2008, 2089(2068):109-118.
［8］周海超，陈磊，翟辉辉，等.基于CFD的轮胎滑水及其性能影响因素分析［J］.重庆交通大学学报(自然科学版),2017,36(1):110-116.
ZHOU Haichao, CHEN Lei, ZHAI Huihui, et al. Research on flow field and influencing factors of tire hydroplaning based on CFD method ［J］. Journal of Chongqing Jiaotong University (Natural Science), 2017, 36(1): 110-116.
［9］ CRISTINA C M，SANSALONE J. Kinematic wave model of urban pavement rainfall runoff subject to traffic loadings ［J］. Journal of Environmental Engineering, 2003, 129(7): 629-636.
［10］牟凤云,龙秋月,余情,等. 基于SCS模型的巫山县降雨径流多情景模拟［J］. 重庆交通大学学报(自然科学版), 2020, 39(2): 118-125.
MU Fengyun, LONG Qiuyue, YU Qing, et al. Multi-scenario simulation of rainfall runoff in Wushan county based on SCS model ［J］. Journal of Chongqing Jiaotong University (Natural Science), 2020, 39(2): 118-125.
［11］ CHARBENEAU R J，JEONG J，BARRETT M E. Highway Drainage at Superelevation Transitions ［R］. Austin: Center for Transportation Research,2008.
［12］ JEONG J.A Hydrodynamic Diffusion Wave Model for Stormwater Runoff on Highway Surfaces at Superelevation Transitions ［D］. Austin: The University of Texas at Austin,2008.
［13］季天剑.降雨对轮胎与路面附着系数的影响［D］.南京:东南大学,2004.
JI Tianjian. The Influence of Rainfall on the Tire and Road Adhesion Coefficient ［D］. Nanjing: Southeast University,2004.
［14］张卓，高建平.考虑水流路径长度的S型曲线超高段纵坡研究［J］.重庆交通大学学报(自然科学版),2013,32(4):594-596,691.
ZHANG Zhuo, GAO Jianping. Longitudinal slope at super-elevation sections of s curve considering flow path length ［J］. Journal of Chongqing Jiaotong University (Natural Science), 2013, 32(4): 594-596, 691.
［15］杨自珍.基于行车安全的桥面排水设计及优化措施研究［D］.重庆:重庆交通大学,2014.
YANG Zizhen. Bridge Deck Drainage Design Theory and Optimization Measures Based on Road Safety Theory ［D］. Chongqing: Chongqing Jiaotong University,2014.
［16］张理，张卓.路面坡度对水膜厚度的影响分析［J］.重庆交通大学学报(自然科学版),2013,32(3):404-406,423.
ZHANG Li, ZHANG Zhuo. Impact of road slope on water film thickness［J］. Journal of Chongqing Jiaotong University (Natural Science), 2013, 32(3): 404-406, 423.
［17］李映夏.江苏冬季高速公路路面干湿状态判别及积水模型应用［D］.南京:南京信息工程大学,2016.
LI Yingxia. Dry and Wet State Discrimination and the Application of Water/Snow Accumulation Model on the Road Surface of Jiangsu Expressway in Winter ［D］. Nanjing: Nanjing University of Information Science & Technology, 2016.
［18］罗京，刘建蓓，戈普塔,等.路面水膜厚度检验评价方法［J］.交通信息与安全,2016,34(6):54-59,82.
LUO Jing, LIU Jianbei, Pramod Kumar GUPTA, et al. An inspection and evaluation method of thickness of water film on road surface ［J］. Journal of Transport Information and Safety, 2016, 34(6): 54-59, 82.
［19］ SINGH V P，ARAVAMUTHAN V. Errors of kinematic-wave and diffusion-wave approximations for steady-state overland flows ［J］. CATENA,1996, 27(3/4): 209-227.
［20］ BROWN S A，STEIN S M，WARNER J C. Urban Drainage Design Manual (HEC-22) ［M］. Washington, D.C.: Federal Highway Administration, U.S., 1996.
［21］中交路桥技术有限公司.公路排水设计规范: JTG/T D33—2012［S］.北京:人民交通出版社,2012.
CCCC Road & Bridge Technology Co., Ltd.. Specifications for Drainage Design of Highway: JTG/T D33—2012 ［S］. Beijing: China Communications Press, 2012.

[1]	周恩全，伊思航，许想，陆建飞. 基于热力学耗散的饱和砂土循环液化特性研究[J]. 重庆交通大学学报（自然科学版）, 2020, 39(02): 111-117.
[2]	张建经1 ，马东华1，曾鹏毅1，孙延军2，何梦2. 新型便携式钻孔剪切仪研发与测试分析[J]. 重庆交通大学学报（自然科学版）, 2019, 38(11): 90-97.
[3]	吴锦华1，袁智洪2，周泳峰3. 古滑坡泥灰岩模拟相似材料试验研究[J]. 重庆交通大学学报（自然科学版）, 2019, 38(10): 81-86.
[4]	伍仁杰1, 陈洪凯2. 基于灰色聚类的贵州省县域公路洪灾孕灾环境分区研究[J]. 重庆交通大学学报（自然科学版）, 2019, 38(04): 88-93.
[5]	邢伟1，王东星2. Dunkirk港海相淤泥基本物理性质试验研究[J]. 重庆交通大学学报（自然科学版）, 2017, 36(12): 67-72.
[6]	刘中帅1,2. 抗滑键加固渝黔高速公路顺层岩质边坡模拟研究[J]. 重庆交通大学学报（自然科学版）, 2017, 36(2): 49-54.
[7]	张勃，万宇,刘玚，邹人倜. 黔滇公路二十四道拐的修筑及其历史价值研究[J]. 重庆交通大学学报（自然科学版）, 2016, 35(S1): 79-85.
[8]	刘克. 间歇式拌和楼二次筛分生产合成级配矩阵模型及参数研究[J]. 重庆交通大学学报（自然科学版）, 2014, 33(6): 68-78.
[9]	胡世敬，姚圣磊，余苗. 土体剪胀性对地基承载力的影响[J]. 重庆交通大学学报（自然科学版）, 2014, 33(5): 98-101.
[10]	员康锋，申俊敏，李宏儒. 湿陷性黄土结构性参数变化特性研究[J]. 重庆交通大学学报（自然科学版）, 2014, 33(4): 101-105.
[11]	杨俊，杨志，张国栋，唐云伟. 风化砂改良膨胀土膨胀力试验研究[J]. 重庆交通大学学报（自然科学版）, 2014, 33(4): 106-109.
[12]	杨俊，童磊，张国栋，唐云伟，梁勇. 风化砂改良膨胀土力学指标试验研究[J]. 重庆交通大学学报（自然科学版）, 2014, 33(1): 64-69.
[13]	王俊杰，邓文杰. 相对密实度对松散堆积土体强度变形特性的影晌[J]. 重庆交通大学学报（自然科学版）, 2013, 32(6): 1186-1189.
[14]	王俊杰，邓文杰. 相对密实度对松散堆积土体强度变形特性的影晌[J]. 重庆交通大学学报（自然科学版）, 2013, 32(6): 1186-1189.
[15]	刘金福. 共振破碎对水泥混凝土板的力学行为影响[J]. 重庆交通大学学报（自然科学版）, 2013, 32(5): 938-942.

暴雨条件下高速公路超高缓和段积水深度分布模型构建

The Accumulated Water Depth Distribution Model of Superelevation Runoff of Highway under Rainstorm Conditions

PDF

可视化

摘要/Abstract

引用本文

使用本文

参考文献

相关文章 15

编辑推荐

Metrics