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
2期
149-155,162
,共8页
交通工程%短时客流OD估计%状态空间模型%城市轨道交通%行程时间分布
交通工程%短時客流OD估計%狀態空間模型%城市軌道交通%行程時間分佈
교통공정%단시객류OD고계%상태공간모형%성시궤도교통%행정시간분포
traffic engineering%short-time passenger flow OD estimation%state-space model%urban rail transit%travel time distribution
基于状态空间方法构建适用于城市轨道交通网络的短时客流OD(origin-destination)估计模型.利用自动售检票数据分析得到OD间乘客行程时间分布特征,构建基于行程时间分布的客流到达系数,以此建立OD流与车站进出站客流间相互关系,并以车站客流分离率为状态变量构建结构化OD矩阵估计状态空间模型.以北京市轨道交通为对象进行案例分析,结果表明,当估计时段长度为15 min时,估计平均相对误差为35.5%;为30 min时,估计平均相对误差为20.4%;为60 min时,估计平均相对误差为16.3%.所构建模型能能有效解决城市轨道交通短时客流估计问题,具有一定的实用性.
基于狀態空間方法構建適用于城市軌道交通網絡的短時客流OD(origin-destination)估計模型.利用自動售檢票數據分析得到OD間乘客行程時間分佈特徵,構建基于行程時間分佈的客流到達繫數,以此建立OD流與車站進齣站客流間相互關繫,併以車站客流分離率為狀態變量構建結構化OD矩陣估計狀態空間模型.以北京市軌道交通為對象進行案例分析,結果錶明,噹估計時段長度為15 min時,估計平均相對誤差為35.5%;為30 min時,估計平均相對誤差為20.4%;為60 min時,估計平均相對誤差為16.3%.所構建模型能能有效解決城市軌道交通短時客流估計問題,具有一定的實用性.
기우상태공간방법구건괄용우성시궤도교통망락적단시객류OD(origin-destination)고계모형.이용자동수검표수거분석득도OD간승객행정시간분포특정,구건기우행정시간분포적객류도체계수,이차건립OD류여차참진출참객류간상호관계,병이차참객류분리솔위상태변량구건결구화OD구진고계상태공간모형.이북경시궤도교통위대상진행안례분석,결과표명,당고계시단장도위15 min시,고계평균상대오차위35.5%;위30 min시,고계평균상대오차위20.4%;위60 min시,고계평균상대오차위16.3%.소구건모형능능유효해결성시궤도교통단시객류고계문제,구유일정적실용성.
A short-time passenger flow origin-destination matrix estimation model based on state-space approach is proposed for urban rail transit network. An arrive coefficient is specially defined for establishing the relationship between OD flows and in-and out-flows at stations, using the passengers' travel time distribution through statistical analysis of historical automatic fare collection records, then a structured state-space model using station passenger flow split rate as the state variable is proposed. Finally, a numerical example of Beijing subway network is made. The results show that, when the estimation time interval is 15 minutes, the average relative deviations is 35.5%;if the time interval is 30 minutes, the relative deviations is 20.4%;if the time interval is 60 minutes, the relative deviations is 16.3%. Case study validates that the model meets the request of short-time passenger flow estimation for large-scale urban rail transit network and has strong practicability.