交通运输工程与信息学报
交通運輸工程與信息學報
교통운수공정여신식학보
JOURNAL OF TRANSPORTATION ENGINEERING AND INFORMATION
2015年
3期
76-80,120
,共6页
交通工程%换乘模型%主成分分析%常规公交%轨道交通
交通工程%換乘模型%主成分分析%常規公交%軌道交通
교통공정%환승모형%주성분분석%상규공교%궤도교통
Traffic engineering%transfer model%principal component analysis%conventional public transit%rail transit
道路交叉口位于轨道交通和常规公交最为常见的空间重叠区域,对换乘的安全性和高效性均会产生很大的影响。本文通过对轨道交通出入口客流换乘方式比例分析和常规公交停靠站位置比选得到交叉口处的客流换乘规律,采用主成分分析法对既有公交站优化设计的影响因素进行了研究,同时结合客流换乘规律建立了交叉口处轨道交通与常规公交的换乘模型,并给出了模型求解的方法。研究结果表明:在满足最大排队长度的条件下,行人过街次数以及交叉口的延误时间和行人的交通换乘存在着线性对应关系,通过构建换乘模型,求解出走行距离最短的方案,有利于提高交叉口处轨道交通与常规公交的换乘效率。
道路交扠口位于軌道交通和常規公交最為常見的空間重疊區域,對換乘的安全性和高效性均會產生很大的影響。本文通過對軌道交通齣入口客流換乘方式比例分析和常規公交停靠站位置比選得到交扠口處的客流換乘規律,採用主成分分析法對既有公交站優化設計的影響因素進行瞭研究,同時結閤客流換乘規律建立瞭交扠口處軌道交通與常規公交的換乘模型,併給齣瞭模型求解的方法。研究結果錶明:在滿足最大排隊長度的條件下,行人過街次數以及交扠口的延誤時間和行人的交通換乘存在著線性對應關繫,通過構建換乘模型,求解齣走行距離最短的方案,有利于提高交扠口處軌道交通與常規公交的換乘效率。
도로교차구위우궤도교통화상규공교최위상견적공간중첩구역,대환승적안전성화고효성균회산생흔대적영향。본문통과대궤도교통출입구객류환승방식비례분석화상규공교정고참위치비선득도교차구처적객류환승규률,채용주성분분석법대기유공교참우화설계적영향인소진행료연구,동시결합객류환승규률건립료교차구처궤도교통여상규공교적환승모형,병급출료모형구해적방법。연구결과표명:재만족최대배대장도적조건하,행인과가차수이급교차구적연오시간화행인적교통환승존재착선성대응관계,통과구건환승모형,구해출주행거리최단적방안,유리우제고교차구처궤도교통여상규공교적환승효솔。
Road intersection located at rail transportation and conventional public transit is the most common overlapping region of space, it will produce great influence on the safety and the efficiency of transfer. Based on the entrance transfer mode proportion analysis of the passenger flow and the conventional bus stop location comparison, the passenger transfer law was obtained. By studying the effect factors of the optimization design of a bus station with principal component analysis and combining with the transfer model of passengers, a transfer model was established for the intersection of rail transit and public bus, and the method to solve the model was given. The research results show that: in the condition of satisfying the maximum queue length, the number of pedestrian crossing, intersection delay time and pedestrian traffic transfer exist linear relationship. It is helpful to construct the transfer model and to solve the shortest distance for improving the transfer efficiency of the intersection at the rail and bus transits.