交通运输系统工程与信息
交通運輸繫統工程與信息
교통운수계통공정여신식
JOURNAL OF COMMUNICATION AND TRANSPORTATION SYSTEMS ENGINEERING AND INFORMATION
2015年
4期
57-62
,共6页
城市交通%潮汐流%可变车道%双层规划%遗传算法
城市交通%潮汐流%可變車道%雙層規劃%遺傳算法
성시교통%조석류%가변차도%쌍층규화%유전산법
urban traffic%tidal flow%reversible lanes%bi-level programming%genetic algorithm
城市交通流潮汐现象导致了路段双向通行能力利用不均衡,早、晚高峰时段交通需求的不对称导致了早、晚高峰时段拥堵路段不具有空间对称性.本文从城市交通网络的角度出发,提出了一种对早、晚高峰时段可变车道设置方案进行综合决策的方法.以交通均衡理论为基础,以降低城市交通网络高峰期出行总费用和减少可变车道设置管理成本为目标,建立了一主二从双层规划模型,其中上层为可变车道设置的决策方案;下层根据上层决策方案分别对早、晚高峰时段交通需求进行交通分配,并设计了求解模型的遗传算法.算例分析表明,与不设置可变车道方案、早晚高峰时段分别设置方案进行比较,早晚高峰时段综合设置方案减少了系统总费用.
城市交通流潮汐現象導緻瞭路段雙嚮通行能力利用不均衡,早、晚高峰時段交通需求的不對稱導緻瞭早、晚高峰時段擁堵路段不具有空間對稱性.本文從城市交通網絡的角度齣髮,提齣瞭一種對早、晚高峰時段可變車道設置方案進行綜閤決策的方法.以交通均衡理論為基礎,以降低城市交通網絡高峰期齣行總費用和減少可變車道設置管理成本為目標,建立瞭一主二從雙層規劃模型,其中上層為可變車道設置的決策方案;下層根據上層決策方案分彆對早、晚高峰時段交通需求進行交通分配,併設計瞭求解模型的遺傳算法.算例分析錶明,與不設置可變車道方案、早晚高峰時段分彆設置方案進行比較,早晚高峰時段綜閤設置方案減少瞭繫統總費用.
성시교통류조석현상도치료로단쌍향통행능력이용불균형,조、만고봉시단교통수구적불대칭도치료조、만고봉시단옹도로단불구유공간대칭성.본문종성시교통망락적각도출발,제출료일충대조、만고봉시단가변차도설치방안진행종합결책적방법.이교통균형이론위기출,이강저성시교통망락고봉기출행총비용화감소가변차도설치관리성본위목표,건립료일주이종쌍층규화모형,기중상층위가변차도설치적결책방안;하층근거상층결책방안분별대조、만고봉시단교통수구진행교통분배,병설계료구해모형적유전산법.산례분석표명,여불설치가변차도방안、조만고봉시단분별설치방안진행비교,조만고봉시단종합설치방안감소료계통총비용.
The traffic flow in city features tidal characteristic, which results in unbalanced utilization of two-way traffic capacity of road. The asymmetry of traffic demand results in the asymmetry of heavy-traffic roads on road network at the peak and evening. From the point of urban traffic network, an optimization method to design reversible lanes synthetically at the peak and evening is proposed. A two secondary bi-level programming model is constructed, which is based on the theory of traffic equilibrium and aimed at reducing the whole travel cost of urban traffic network at rush hours and decreasing the management cost of reversible lanes. The upper is an optimization decision scheme of reversible lanes and the underlying is two traffic assignment models for the peak and evening based on the upper decision scheme. The genetic algorithm is designed for the model. The correctness of the whole model and the validity of the algorithm get demonstrated by Sioux Falls network in this paper. The results show that designing reversible lanes synthetically can reduce the total cost of urban traffic network, comparing with no reversible lanes scheme and designing reversible lanes respectively scheme.