城市交通
城市交通
성시교통
URBAN TRANSPORT OF CHINA
2014年
1期
74-80
,共7页
交通管理%交通组织%出口道可变车道%城市道路交叉口%通行能力
交通管理%交通組織%齣口道可變車道%城市道路交扠口%通行能力
교통관리%교통조직%출구도가변차도%성시도로교차구%통행능력
traffic management%traffic organization%reversible exit lanes at intersection%at-grade intersec-tion%capacity
为缓解城市道路交叉口的交通拥堵,提出在交叉口出口道设置可变车道的交通组织方法。首先对城市道路交叉口出口道可变车道进行定义,明确可变车道的设置位置为出口道内侧。在对其设置的约束条件进行分析后,研究了出口道可变车道的车道数、车道长度、车道开闭时间等设置参数和相应的配套措施。最后以济南市经十路-舜耕路交叉口为例,具体阐述出口道可变车道的设置方法。济南市交通调查数据显示,出口道可变车道每信号周期可放行8~12辆左转车辆。仿真数据进一步验证了在一个信号周期内,东西方向左转交通量增加63%,停车线后最大排队长度缩短35%,左转车辆平均延误减少29%。
為緩解城市道路交扠口的交通擁堵,提齣在交扠口齣口道設置可變車道的交通組織方法。首先對城市道路交扠口齣口道可變車道進行定義,明確可變車道的設置位置為齣口道內側。在對其設置的約束條件進行分析後,研究瞭齣口道可變車道的車道數、車道長度、車道開閉時間等設置參數和相應的配套措施。最後以濟南市經十路-舜耕路交扠口為例,具體闡述齣口道可變車道的設置方法。濟南市交通調查數據顯示,齣口道可變車道每信號週期可放行8~12輛左轉車輛。倣真數據進一步驗證瞭在一箇信號週期內,東西方嚮左轉交通量增加63%,停車線後最大排隊長度縮短35%,左轉車輛平均延誤減少29%。
위완해성시도로교차구적교통옹도,제출재교차구출구도설치가변차도적교통조직방법。수선대성시도로교차구출구도가변차도진행정의,명학가변차도적설치위치위출구도내측。재대기설치적약속조건진행분석후,연구료출구도가변차도적차도수、차도장도、차도개폐시간등설치삼수화상응적배투조시。최후이제남시경십로-순경로교차구위례,구체천술출구도가변차도적설치방법。제남시교통조사수거현시,출구도가변차도매신호주기가방행8~12량좌전차량。방진수거진일보험증료재일개신호주기내,동서방향좌전교통량증가63%,정차선후최대배대장도축단35%,좌전차량평균연오감소29%。
To alleviate traffic congestion at urban at-grade intersections, this paper proposes a method for traffic management through designing reversible exit lanes. The paper first presents the definition of revers-ible exit lanes at intersections, and points out that only the exit lane adjacent to roadway median can be re-versible. By analyzing the constraints of the reversible lane, the paper discusses the design parameters of reversible lanes, including the number of lanes, length, time of utilization, and corresponding supporting measures. Finally, the paper elaborates the application of the method using the intersection of Jingshi Road and Shungeng Road in Jianan as an example. Traffic survey data in Jinan shows that the number of left turn vehicles discharged by the reversible lane is between 8 and 12 during each signal cycle. Simulation da-ta further shows that east and west bound experiences a 63%increase of left turn volume, 35%reduction of the maximum queue length at the stop line, and 29%decrease of average delay of left turn vehicles with-in a signal cycle.