纳拉扬哈特至穆格林路段几何设计一致性对道路交通事故影响的案例研究

Bharat Prashad Banjara, Gopal Gautam
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摘要

在设计公路时,设计的一致性被忽视,导致公路设施不安全。通过检测和解决道路上存在的任何不一致问题,可以大大提高公路的安全性能。随着时间的推移,几何标准的应用已从新路建设转向升级改造,这可能导致设计选项有限。由于设计一致性在几何设计中的重要性日益凸显,因此本研究开始根据已建立的运行速度预测模型来评估水平曲线的一致性。Narayanghat-Mugling 路段的水平曲线数据来自巴拉特布尔分部公路办公室,事故数据来自奇旺地区交通警察局。在 Narayanghat-Muglin 公路路段的 242 条水平曲线中,对 223 条水平曲线的设计一致性进行了评估,19 条张贴了速度限制的水平曲线没有考虑在内,因为这些曲线不在《亚洲公路设计标准》(1993 年)规定的设计标准范围内。平均、最高和最低 85 百分位数速度分别为 78、101 和 32 公里/小时。根据运行速度对 223 条水平曲线进行了单个一致性评估,其中 75% 的曲线被归类为 "差",16% 为 "一般",9% 为 "好"。研究发现,在基于运行速度的连续要素一致性评价中,22% 的水平曲线被归类为 "差",23% 为 "一般",55% 为 "好"。根据车辆稳定性一致性评价标准进行研究时,88%的曲线被归类为 "一般",12%的曲线被归类为 "好"。研究发现,由几何设计不一致和车辆稳定性引起的预测事故占每年事故总数的 5.12%。从安全角度看,如果满足 |V85-Vd|>20 条件,就会出现设计速度与运行速度之间的临界差异,导致不安全运行。因此,一般建议考虑重新设计这些路段。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A Case Study on the Effect of Geometric Design Consistency on Road Crashes on Narayanghat-Muglin Road Section
Design consistency is overlooked while designing roads, resulting in unsafe road facilities. The safety performance of a highway can be greatly enhanced by detecting and addressing any inconsistencies present on the road. Over time, the application of geometric standards shifted from new road construction to upgrading, which could result in limited design options. Due to the emerging importance of design consistency in geometric design, this research has been initiated to evaluate horizontal curve consistency based on an established operating speed prediction model. Horizontal curve data of the Narayanghat–Mugling Road section has been collected from the Division Road Office, Bharatpur, and accident data has been obtained from the District Traffic Police, Chitwan. Out of 242 horizontal curves in the Narayanghat-Muglin road section, the design consistency of 223 horizontal curves was evaluated, while 19 horizontal curves with posted speed limits were not considered because these curves are not within the range of design criteria set out in Asian Highways Design Standards (1993). The average, maximum, and minimum 85th percentile speed was found to be 78, 101, and 32 kmph respectively. Out of 223 horizontal curves evaluated for individual consistency based on operating speed, 75% of the curves were categorized as “poor”, 16% as “fair”, and 9% as “good”. It was found that under successive element consistency evaluation based on operating speed, 22% of horizontal curves were categorized as “poor”, 23% as “fair”, and 55% as “good”. When studied under vehicle stability consistency evaluation criteria, 88% of the curves were classified as “fair” and 12% as “good”. It was found that the predicted accidents caused by geometric design inconsistency and vehicle stability are 5.12% of total accidents per year. From the safety standpoint, if the condition |V85-Vd|>20 is met, critical discrepancies between the design speed and operating speed arise, resulting in unsafe operations. Therefore, it is generally advisable to consider redesigning those road sections.
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