交通信息与安全
交通信息與安全
교통신식여안전
Journal of Transport Information and Safety
2015年
4期
37-42
,共6页
李振龙%董文会%韩建龙%朱明浩
李振龍%董文會%韓建龍%硃明浩
리진룡%동문회%한건룡%주명호
交通控制%右转专用相位%车辆行驶模式%车均延误%车辆排放
交通控製%右轉專用相位%車輛行駛模式%車均延誤%車輛排放
교통공제%우전전용상위%차량행사모식%차균연오%차량배방
traffic control%exclusive right-turn signal phase%vehicle operating mode%average vehicle delays%vehi-cle exhaust emissions
为解决行人信号绿灯启亮初期行人与右转机动车的不利冲突,分析了行人与右转机动车的行驶特性.以固定周期时长的2相位信号交叉口为例研究了右转信号的设置对右转机动车排放与车均延误的影响.将微观仿真软件 Vissim 与基于VSP 变量的排放模型相结合,对右转信号设置前后的3组不同行人流量下的不同右转机动车流量进行仿真,并分别对车辆排放与车均延误进行对比分析.结果表明,3组不同行人流量下右转信号设置前后的车辆尾气排放及车均延误变化趋势均相同,当右转车流量低于(615±20)pcu/h 时,右转信号设置后的车辆排放均值降低9.46%,车均延误均值减小15.84%;当右转车流量大于(615±20)pcu/h 时,信号设置后的车均延误减小,但是车辆排放增大.
為解決行人信號綠燈啟亮初期行人與右轉機動車的不利遲突,分析瞭行人與右轉機動車的行駛特性.以固定週期時長的2相位信號交扠口為例研究瞭右轉信號的設置對右轉機動車排放與車均延誤的影響.將微觀倣真軟件 Vissim 與基于VSP 變量的排放模型相結閤,對右轉信號設置前後的3組不同行人流量下的不同右轉機動車流量進行倣真,併分彆對車輛排放與車均延誤進行對比分析.結果錶明,3組不同行人流量下右轉信號設置前後的車輛尾氣排放及車均延誤變化趨勢均相同,噹右轉車流量低于(615±20)pcu/h 時,右轉信號設置後的車輛排放均值降低9.46%,車均延誤均值減小15.84%;噹右轉車流量大于(615±20)pcu/h 時,信號設置後的車均延誤減小,但是車輛排放增大.
위해결행인신호록등계량초기행인여우전궤동차적불리충돌,분석료행인여우전궤동차적행사특성.이고정주기시장적2상위신호교차구위례연구료우전신호적설치대우전궤동차배방여차균연오적영향.장미관방진연건 Vissim 여기우VSP 변량적배방모형상결합,대우전신호설치전후적3조불동행인류량하적불동우전궤동차류량진행방진,병분별대차량배방여차균연오진행대비분석.결과표명,3조불동행인류량하우전신호설치전후적차량미기배방급차균연오변화추세균상동,당우전차류량저우(615±20)pcu/h 시,우전신호설치후적차량배방균치강저9.46%,차균연오균치감소15.84%;당우전차류량대우(615±20)pcu/h 시,신호설치후적차균연오감소,단시차량배방증대.
To alleviate the conflict between pedestrians and right-turn vehicles at the beginning of pedes-trian green light,the moving features of pedestrians and right-turn vehicles were investigated.A fixed-timed two-phase signalized intersection was taken as a case study in the paper.The impacts of the right-turn signal phase on the emission and average delay of vehicles were studied.The microscopic simulation software Vissim and the emission model based on VSP variables were combined to simulate different right-turn traffic volumes with three different pedestrian volumes be-fore and after implementing the exclusive right-turn signal phase.The exhaust emissions and average delays were analyzed respectively.The results indicate that the trend of vehicle emissions and average delays of before and after implementation are similar.The mean value of emissions is reduced by 9.46% and the mean value of average delays is reduced by 1 5.84%after implementation of the exclusive right-turn signal phase when the right-turn traffic volumes are below (61 5 ± 20) pcu/h.The average delays of right-turn vehicles decreased,but the exhaust emissions increased after right-turn signal im-plemented when right-turn traffic volumes are more than (61 5±20)pcu/h.