Civil Engineering Department, College of Engineering and Petroleum, Kuwait University, P.O. Box-5969, Safat 13060, Kuwait.
Civil Engineering Department, College of Engineering and Petroleum, Kuwait University, P.O. Box-5969, Safat 13060, Kuwait.
Injury. 2022 Feb;53(2):463-474. doi: 10.1016/j.injury.2021.09.042. Epub 2021 Oct 6.
Background Road Safety has become a worldwide concern due to the alarming repercussions road accidents may bear. This study examined the relationship between different geometric design elements and the accident rates on Rashid Bin Saeed Street, Arabian Gulf Street, and Sultan Bin Zayed Street in Abu Dhabi, United Arab Emirates. Methods The geometric design was collected from the satellite images of google earth in compliance with the standard geometric design manual of Abu Dhabi roads. The recorded geometric data consisted of the number of lanes, lane widths, median length, and width. The traffic volume data was provided by the Integrated Transport Center of Abu Dhabi, which was then converted into Annual Average Daily Traffic (AADT) for analytical purposes. For the studied roads, AADT ranges ranged between 26,509 and 121,890 vehicles per day. The crash data related to the period of 2012-2019 was collected from the online open-access data provided by the United Arab Emirates Ministry of Interior. The data provided had considered variables related to driver gender, age and speed, travel direction, and time of the day amongst other factors. A comprehensive statistical analysis was conducted to study the impact of geometric design elements on road safety through a stable distribution. Stable distributions are generally characterized by four parameters and expressed as X∼S(α,β,σ,μ). The statistical model included several graphical representations such as accident frequency at two levels of severity, casualty and non-casualty accidents for different road segments, traffic volumes, day of the week, age of the injured person, and the geometric design parameters on the three roads. Variance-based methods of sensitivity analysis are also used that are a class of probabilistic approaches that quantify the input and output uncertainties as probability distributions and decompose the output variance into parts attributable to input variables and combinations of variables. The sensitivity of the output to an input variable is therefore measured by the amount of variance in the output caused by that input. Findings The results showed that the accident profiles differ with varying segments on each road, revealing some segments to be of higher accident rates than others. Also, a higher accident frequency was shown with young adult drivers, and a high majority of accidents had occurred on weekends. Regarding the road's geometric design, which is the focus of this study, a sensitivity analysis was made to determine the most influential geometric design element on accident frequency. Interpretation The number of lanes had the highest sensitivity index followed by the median width, and then came the lane width. Thus, modifying the number of lanes on a highway is anticipated to have the highest impact on accident frequency and road safety than any other geometric parameter.
背景 道路安全已成为全球关注的焦点,因为道路事故可能产生令人震惊的影响。本研究检查了不同几何设计元素与阿拉伯联合酋长国阿布扎比的拉希德·本·赛义德街、阿拉伯湾街和苏丹·本·扎耶德街的事故率之间的关系。
方法 几何设计从谷歌地球的卫星图像中收集,符合阿布扎比道路的标准几何设计手册。记录的几何数据包括车道数、车道宽度、中央分隔带长度和宽度。交通量数据由阿布扎比综合交通中心提供,然后转换为分析目的的年平均日交通量(AADT)。在所研究的道路中,AADT 范围在每天 26,509 至 121,890 辆之间。2012 年至 2019 年期间的碰撞数据从阿拉伯联合酋长国内政部提供的在线公开数据中收集。提供的数据考虑了与驾驶员性别、年龄和速度、行驶方向以及一天中的时间等因素有关的变量。通过稳定分布进行了全面的统计分析,以研究几何设计元素对道路安全的影响。稳定分布通常由四个参数来表示,并用 X∼S(α,β,σ,μ)表示。统计模型包括几个图形表示,例如不同路段的两个严重程度级别的事故频率、伤亡和非伤亡事故、交通量、一周中的几天、受伤人员的年龄以及三条道路的几何设计参数。还使用了基于方差的敏感性分析方法,这是一类概率方法,可将输入和输出不确定性表示为概率分布,并将输出方差分解为归因于输入变量和变量组合的部分。因此,输出对输入变量的敏感性由该输入引起的输出方差的量来衡量。
结果 结果表明,事故概况因每条道路的不同路段而异,显示出某些路段的事故率高于其他路段。此外,年轻成年驾驶员的事故频率更高,大多数事故发生在周末。关于道路的几何设计,这是本研究的重点,进行了敏感性分析以确定对事故频率影响最大的几何设计元素。
解释 车道数的敏感性指数最高,其次是中央分隔带宽度,然后是车道宽度。因此,预计修改高速公路上的车道数量对事故频率和道路安全的影响将高于任何其他几何参数。