首页> 外文期刊>International journal of engineering research and industrial applications >TRAFFIC MANAGEMENT MEASURES ON SELECTED ROAD STRETCH OF A STATE HIGHWAY
【24h】

TRAFFIC MANAGEMENT MEASURES ON SELECTED ROAD STRETCH OF A STATE HIGHWAY

机译:国有公路选线的交通管理措施。

获取原文
获取原文并翻译 | 示例
       

摘要

This paper investigated the transportation system management measures for the corridor of Appannapally to Ⅰ Town P.S with the suggestion of Mahabubnagar Municipal Corporation (MMC). The following traffic studies have been carried out to evaluate the performance of the corridor. The corridor performance evaluation has been done for Appannapally to Ⅰ Town P.S Corridor which includes six intersections and five mid blocks. Capacity and Level of Service of all the mid blocks were found out followed by the Delay and Level of Service of Intersections. Delays at mid blocks were also found out by floating car survey, followed by the identification of Bottlenecks in all the segments and Travel time comparisons and speed profiles were also done for all the segments individually. The corridor performance evaluation has been done for Appannapally to Ⅰ Town P.S Corridor which includes six intersections and five mid blocks. Capacity and Level of Service of all the mid blocks were found out followed by the Delay and Level of Service of Intersections. Delays at mid blocks were also found out by floating car survey, followed by the identification of Bottlenecks in all the segments and Travel time comparisons and speed profiles were also done for all the segments individually. The corridor type of analysis enables the traffic engineer to understand different types of traffic problems in a comprehensive manner such that compatible solutions can be arrived at. This approach is in contrast to solving traffic problems in an isolated manner as per the corridor type of analysis, gives a better inside to understand traffic problems by correlating the bottle neck situations by measuring various types of traffic parameters. This has registered high growth rates of population and traffic adopting a corridor type of analysis approach. In future these facilities could be updated following a similar approach in order to reduce delays accidents and geometric related parameters. The corridor performance evaluation has been done for Appannapally to Ⅰ Town P.S Corridor which includes six intersections and five mid blocks. Capacity and Level of Service of all the mid blocks were found out followed by the Delay and Level of Service of Intersections. Delays at mid blocks were also found out by floating car survey, followed by the identification of Bottlenecks in all the segments and Travel time comparisons and speed profiles were also done for all the segments individually. The peak hour volume is high for Padmavathi Colony Intersection than all other intersection with in the corridor and similarly Srinivas Colony - Padmavathi Colony segment in mid blocks. When the delays at mid block are considered Ⅰ TOWN P.S - Mettugadda mid block is having more delays in the peak time and least delays have occurred for Srinivas Colony -Padmavathi Colony mid block. Total four bottlenecks were identified in the entire corridor out of ten segments. They are Appannapally - Yenugonda, Srinivas Colony - Padmavathi Colony, Mettugadda-New Town and Ⅰ TOWN P.S to New Town and the largest Bottleneck was identified in Ⅰ TOWN P.S -Mettugadda segment. When the overall corridor's performance is considered, it can be improved when the pedestrian crossings are made easier for which the management measures have already been suggested. The encroachments are another severe problem, which is to be taken very seriously due to their adverse impact on Capacity. For the better understanding of the corridor it is suggestible to consider both morning and evening peaks. A short corridor can be taken and evaluate its performance and can judge how the corridor is performing with the suggested management measures by simulation. Projection of the traffic data with the present and past data of the same corridor can be carried out to estimate the future traffic conditions with the existing infrastructure and then suggest the measures to make the corridor serve effectively for future traffic conditions.
机译:本文根据玛哈布那加市政府的建议,研究了通往市区一号公路的交通系统管理措施。进行了以下交通研究,以评估走廊的性能。对包括六个交叉路口和五个中间街区的Ⅰ镇P.S走廊进行了走廊性能评估。找出所有中段的通行能力和服务水平,然后是交叉口的延误和服务水平。还通过浮动汽车调查发现了中间路段的延误,然后确定了所有路段的瓶颈,并分别对所有路段进行了行驶时间比较和速度曲线。对包括六个交叉路口和五个中间街区的Ⅰ镇P.S走廊进行了走廊性能评估。找出所有中段的通行能力和服务水平,然后是交叉口的延误和服务水平。还通过浮动汽车调查发现了中间路段的延误,然后确定了所有路段的瓶颈,并分别对所有路段进行了行驶时间比较和速度曲线。走廊类型的分析使交通工程师能够以全面的方式理解不同类型的交通问题,从而可以得出兼容的解决方案。该方法与按照走廊类型的分析以孤立的方式解决交通问题相反,它通过测量各种交通参数来关联瓶颈状况,从而更好地了解交通问题。采用走廊类型的分析方法后,人口和交通的增长率很高。将来可以按照类似的方法更新这些设施,以减少延误事故和几何相关参数。对包括六个交叉路口和五个中间街区的Ⅰ镇P.S走廊进行了走廊性能评估。找出所有中段的通行能力和服务水平,然后是交叉口的延误和服务水平。还通过浮动汽车调查发现了中间路段的延误,然后确定了所有路段的瓶颈,并分别对所有路段进行了行驶时间比较和速度曲线。 Padmavathi殖民地交叉口的高峰小时流量比走廊中所有其他交叉口以及中间街区的Srinivas Colony-Padmavathi殖民地分段的高峰小时流量都高。如果考虑中段的延迟,则ⅠTOWN P.S-Mettugadda中段的高峰时间会有更多的延迟,而Srinivas Colony -Padmavathi Colony中段的延迟最少。在整个走廊中,从十个细分中总共识别出四个瓶颈。它们分别是-耶努贡达(Yenugonda),斯里尼瓦(Srinivas)殖民地-Padmavathi殖民地,梅图加达(Mettugadda-New Town)和新镇的ⅠTOWN P.S,最大的瓶颈是Ⅰ镇P.S -Mettugadda段。考虑到整个走廊的性能,如果已经建议采取管理措施,可以使人行横道变得更容易,则可以改善它。侵占是另一个严重的问题,由于其对容量的不利影响,必须非常重视。为了更好地理解走廊,建议同时考虑早高峰和晚高峰。可以选择一条较短的走廊并评估其性能,并可以通过模拟通过建议的管理措施来判断走廊的运行情况。可以对同一走廊的当前和过去数据进行交通数据投影,以估计现有基础设施的未来交通状况,然后提出使走廊有效地服务于未来交通状况的措施。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号