|Table of Contents|

Influence of geometric alignment of expressway superelevation transition section on hydroplaning speed of minibus(PDF)

《交通运输工程学报》[ISSN:1671-1637/CN:61-1369/U]

Issue:
2022年04期
Page:
140-147
Research Field:
道路与铁道工程
Publishing date:

Info

Title:
Influence of geometric alignment of expressway superelevation transition section on hydroplaning speed of minibus
Author(s):
JIA Xing-li1;  CHEN Xing-peng1;  HUANG Ping-ming1;  MA Qing-wei2;  LI Shuang-qing1;  YAN Meng-hua1; 3
(1. School of Highway, Chang'an University, Xi'an 710064, Shaanxi, China; 2. Xi'an Highway Research Institute Co., Ltd., Shaanxi Transportation Holding Group Co., Ltd., Xi'an 710065, Shaanxi, China; 3. College of Engineering, University of Wisconsin-Madison, Madison WI 53706, Wisconsin, USA)
Keywords:
road engineering;  expressway;  superelevation transition section;  hydroplaning speed;  fluid dynamics simulation;  range analysis;  water film thickness
PACS:
U412.3
DOI:
10.19818/j.cnki.1671-1637.2022.04.010
Abstract:
In order to reveal the change laws of hydroplaning speed of minibus under different geometrical alignment factors at expressway superelevation transition section, the relationships among hydroplaning speed, water film thickness and superelevation transition geometric alignment factors were analyzed according to the tire force characteristics of minibus during hydroplaning process. Based on the multivariate linear regression and fluid simulation, a quantitative model of hydroplaning speed of minibus at superelevation transition section was established. Combined the rainfall intensity, longitudinal slope and superelevation transition rate, the critical hydroplaning speed of minibus was calculated. Taking the superelevation transition section of a typical four-lane expressway as an example, the influence law of rainfall intensity, longitudinal slope and superelevation transition rate on the hydroplaning speed of minibus was studied, and the recommended limit speed value at superelevation transition section was given. Research results show that the maximum value of hydroplaning speed of minibus is 115.5 km·h-1 under the combination of longitudinal slope of 0.3%, superelevation transition rate of 1/200 and rainfall intensity of 20 mm·h-1, and the minimum value of hydroplaning speed of minibus is 99.3 km·h-1under the combination of longitudinal slope of 3.0%, superelevation transition rate of 1/330 and rainfall intensity of 80 mm·h-1. Under the condition that rainfall intensity and superelevation transition rate are certain, the hydroplaning speed decreases gradually with the increase of longitudinal slope, and decreases by 2.68% when the longitudinal slope increases from 0.3% to 3.0%. Under the condition that the rainfall intensity and longitudinal slope are certain, the hydroplaning speed increases gradually with the increase of superelevation transition rate, and increases by 2.25% when the superelevation transition rate increases from 1/330 to 1/200. Increasing the longitudinal slope can reduce hydroplaning speed. However, when the rainfall intensity increases to a certain degree, the influence of longitudinal slope and superelevation transition rate on the hydroplaning speed tends to be flat. When the rainfall intensity is 20-80 mm·h-1, the recommended limit speed is 95.0-115.0 km·h-1, but not greater than the design speed. 4 tabs, 7 figs, 31 refs.

References:

[1] 冯 停.湿滑路面轮胎滑水机理研究[D].青岛:青岛理工大学,2018.
FENG Ting. The study of tire hydroplaning mechanism on wet road [D]. Qingdao: Qingdao University of Technology, 2018.(in Chinese)
[2] DING Y M, WANG H. Computational investigation of
hydroplaning risk of wide-base truck tyres on roadway[J]. International Journal of Pavement Engineering, 2020, 21(1):122-133.
[3] WIES B, ROEGER B, MUNDL R. Influence of pattern void on hydroplaning and related target conflicts[J]. Tire Science and Technology, 2009, 37(3): 187-206.
[4] ZHOU Hai-chao, JIANG Zhen, JIANG Bai-yu, et al. Optimization of tire tread pattern based on flow characteristics to improve hydroplaning resistance[J]. Proceedings of the Institution of Mechanical Engineers, Part D: Journal of Automobile Engineering, 2020, 234(13): 2961-2974.
[5] MARTIN C S. Hydrodynamics of tire hydroplaning[J].
Journal of Aircraft, 1967, 4(2): 136-140.
[6] 郑彬双,朱晟泽,程永振,等.基于轮胎滑水模型的轮胎-沥青路面附着特性影响因素分析[J].东南大学学报(自然科学版),2018,48(4):719-725.
ZHENG Bin-shuang, ZHU Sheng-ze, CHENG Yong-zhen, et al. Analysis on influence factors of adhesion characteristic of tire-asphalt pavement based on tire hydroplaning model[J]. Journal of Southeast University(Natural Science Edition), 2018, 48(4): 719-725.(in Chinese)
[7] 刘修宇,曹青青,朱晟泽,等.沥青混凝土路面轮胎临界滑水速度数值模拟[J].东南大学学报(自然科学版),2017,47(5):1020-1025.
LIU Xiu-yu, CAO Qing-qing, ZHU Sheng-ze, et al. Numerical simulation of tire critical hydroplaning speed on asphalt pavement[J]. Journal of Southeast University(Natural Science Edition), 2017, 47(5): 1020-1025.(in Chinese)
[8] ZHU Sheng-ze, LIU Xiu-yu, CAO Qing-qing, et al. Numerical study of tire hydroplaning based on power spectrum of asphalt pavement and kinetic friction coefficient[J]. Advances in Materials Science and Engineering, 2017, 2017: 5843061.
[9] ZHENG Bin-shuang, HUANG Xiao-ming, ZHANG Wei-guang, et al. Adhesion characteristics of tire-asphalt pavement interface based on a proposed tire hydroplaning model[J]. Advances in Materials Science and Engineering, 2018, 2018: 5916180.
[10] ONG G P, FWA T F. Prediction of wet-pavement skid
resistance and hydroplaning potential[J]. Transportation Research Record, 2007, 2005: 160-171.
[11] ONG G P, FWA T F. Analysis of effectiveness of longitudinal grooving against hydroplaning[J]. Transportation Research Record, 2006, 1949: 112-125.
[12] ONG G P, FWA T F, GUO J. Modeling hydroplaning and effects of pavement microtexture[J]. Transportation Research Record, 2005, 1905: 166-176.
[13] DEHNAD M H, KHODAII A. Effects of asphalt pavement texture on hydroplaning threshold speed[J]. Journal of Central South University, 2019, 26(1): 256-264.
[14] DEHNAD M H, KHODAII A. Evaluating the effect of
different asphalt mixtures on hydroplaning using a new lab-scale apparatus[J]. Petroleum Science and Technology, 2016, 34(20): 1726-1733.
[15] 董强柱,李彦伟,石 鑫,等.道路表面动水压力的计算和分析[J].长安大学学报(自然科学版),2013,33(5):17- 22.
DONG Qiang-zhu, LI Yan-wei, SHI Xin, et al. Calculation and analysis of hydrodynamic pressure on road surface [J]. Journal of Chang'an University(Natural Science Edition), 2013, 33(5): 17-22.(in Chinese)
[16] ZAKERZADEH M, ABTAHI S M, ALLAFCHIAN A, et al. Effectiveness of superhydrophobic material on the hydroplaning risk of asphalt pavements[J]. International Journal of Pavement Engineering, 2021, 22(12): 1592-1600.
[17] LIU Ming-wei, CHIAKI M, OEDA Y, et al. Modelling
fundamental diagrams according to different water film depths from the perspective of the dynamic hydraulic pressure[J]. Scientific Reports, 2020, 10(1): 6496.
[18] CHU L J, FWA T F. Pavement skid resistance consideration in rain-related wet-weather speed limits determination[J]. Road Materials and Pavement Design, 2018, 19(2): 334-352.
[19] PLATI C, POMONI M, GEORGOULI K. Quantification of skid resistance seasonal variation in asphalt pavements[J]. Journal of Traffic and Transportation Engineering(English Edition), 2020, 7(2): 237-248.
[20] PENG J, CHU L, FWA T F. Determination of safe vehicle speeds on wet horizontal pavement curves[J]. Road Materials and Pavement Design, 2021, 22(11): 2641-2653.
[21] SPITZHTTL F, GOIZET F, UNGER T, et al. The real impact of full hydroplaning on driving safety[J]. Accident Analysis and Prevention, 2020, 138: 105458.
[22] DING Yang-min, WANG Hao. Evaluation of hydroplaning risk on permeable friction course using tire-water-pavement interaction model[J]. Transportation Research Record, 2018, 2672(40): 408-417.
[23] NAZARI A, CHEN L, BATTAGLIA F, et al. Prediction of hydroplaning potential using fully coupled finite element-computational fluid dynamics tire models[J]. Journal of Fluids Engineering, 2020, 142(10): 101202.
[24] 李 强,张 卓,张 立.临界滑水速度的计算研究[J].重庆交通大学学报(自然科学版),2011,30(5):989-993.
LI Qiang, ZHANG Zhuo, ZHANG Li. Calculation and research of hydroplaning critical velocity[J]. Journal of Chongqing Jiaotong University(Natural Science), 2011, 30(5): 989-993.(in Chinese)
[25] 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 Tian-jian, HUANG Xiao-ming, LIU Qing-quan. Part hydroplaning effect on pavement friction coefficient[J]. Journal of Traffic and Transportation Engineering, 2003, 3(4): 10-12.(in Chinese)
[26] 黄晓明,刘修宇,曹青青,等.积水路面轮胎部分滑水数值模拟[J].湖南大学学报(自然科学版),2018,45(9):113-121.
HUANG Xiao-ming, LIU Xiu-yu, CAO Qing-qing, et al. Numerical simulation of tire partial hydroplaning on flooded pavement[J]. Journal of Hunan University(Natural Sciences), 2018, 45(9): 113-121.(in Chinese)
[27] 罗 京,刘建蓓,王元庆.路面水膜深度预测模型验证试验[J].中国公路学报,2015,28(12):57-63.
LUO Jing, LIU Jian-bei, WANG Yuan-qing. Validation test on pavement water film depth prediction model[J]. China Journal of Highway and Transport, 2015, 28(12): 57-63.(in Chinese)
[28] 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 Jian-ping. 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.
[29] 季天剑,高玉峰,陈荣生.轿车轮胎动力滑水分析[J].交通运输工程学报,2010,10(5):57-60.
JI Tian-jian, GAO Yu-feng, CHEN Rong-sheng. Dynamic hydroplaning analysis of car tire[J]. Journal of Traffic and Transportation Engineering, 2010, 10(5): 57-60.(in Chinese)
[30] 潘晓东,吴 琼,胡朋,等.基于视觉干预的高速公路行车轨迹横向分布方法的研究[J].公路工程,2012,37(2):64-67.
PAN Xiao-dong, WUQiong, HU Peng, et al. Research on the method of changing the wheel tracks transverse distribution based on visual interference [J]. Highway Engineering, 2012, 37(2): 64-67.(in Chinese)
[31] 吴建军,袁成松,周曾奎,等.短时强降雨对能见度的影响[J].气象科学,2010,30(2):274-278.
WU Jian-jun, YUAN Cheng-song, ZHOU Zeng-kui, et al. Impact of short term heavy rainfall on the monitoring and forecast of sudden visibility descent[J]. Scientia Meteorologica Sinica, 2010, 30(2): 274-278.(in Chinese)

Memo

Memo:
-
Last Update: 2022-09-01