公路工程
公路工程
공로공정
JOURNAL OF HIGHWAY ENGINEERING
2014年
6期
119-123
,共5页
城市交通%延误计算%交通流%U-turn 组织%交叉口
城市交通%延誤計算%交通流%U-turn 組織%交扠口
성시교통%연오계산%교통류%U-turn 조직%교차구
urban traffic%delay calculation%traffic flow%u-turn traffic organization%intersection
U-turn 组织方案下,交叉口的流量流向会重新分布,在新的流量、流向分布下,交叉口车辆延误将发生变化,依据 U-turn 组织前后交叉口交通流线特征,将交叉口延误细分为交叉口内信控延误、禁左方向绕行延误、绕行车辆变道交织延误3部分,按照各种车流的时空关系以及车流交织理论,借鉴已有延误分析成果,推导3类延误计算方法,将 U-turn 组织后,3类延误总合与 U-turn 前交叉口内信控延误对比,评判 U-turn 组织效益,实例仿真验证显示所介绍方法能够用于 U-turn 后交叉口的延误计算和效益评判,能够为交叉口是否可采用 U-turn 组织提供决策依据。
U-turn 組織方案下,交扠口的流量流嚮會重新分佈,在新的流量、流嚮分佈下,交扠口車輛延誤將髮生變化,依據 U-turn 組織前後交扠口交通流線特徵,將交扠口延誤細分為交扠口內信控延誤、禁左方嚮繞行延誤、繞行車輛變道交織延誤3部分,按照各種車流的時空關繫以及車流交織理論,藉鑒已有延誤分析成果,推導3類延誤計算方法,將 U-turn 組織後,3類延誤總閤與 U-turn 前交扠口內信控延誤對比,評判 U-turn 組織效益,實例倣真驗證顯示所介紹方法能夠用于 U-turn 後交扠口的延誤計算和效益評判,能夠為交扠口是否可採用 U-turn 組織提供決策依據。
U-turn 조직방안하,교차구적류량류향회중신분포,재신적류량、류향분포하,교차구차량연오장발생변화,의거 U-turn 조직전후교차구교통류선특정,장교차구연오세분위교차구내신공연오、금좌방향요행연오、요행차량변도교직연오3부분,안조각충차류적시공관계이급차류교직이론,차감이유연오분석성과,추도3류연오계산방법,장 U-turn 조직후,3류연오총합여 U-turn 전교차구내신공연오대비,평판 U-turn 조직효익,실례방진험증현시소개소방법능구용우 U-turn 후교차구적연오계산화효익평판,능구위교차구시부가채용 U-turn 조직제공결책의거。
Intersection U-turn operation will lead to the traffic flow redistribution,under new flow condition,subdivide the intersection delay into three types,all of them are intersection signal control de-lay,left-turning movement detour delay and weaving flow delay.According to the temporal and spatial re-lationship of various traffic flows to deduce those three types delay calculation formulas.Sum the three de-lays and compare with the intersection signal control delay that no left-turning forbiddance,otherwise eval-uate the benefit of U-turn traffic organization.The simulation shows that,this description method result was in agreement with the simulation greatly and the method can be used to calculate the delay and evalu-ate the benefit of U-turn operation in intersection,moreover it can be a support for do or not operate traffic in U-turn at intersection.