Research on the Carrying Capacity of Rail Transit Station

被引:1
作者
Xiong, Zhihua [1 ]
Yao, Zhisheng [2 ]
机构
[1] Beijing Jiaotong Univ, Minist Transport, Key Lab Ind Big Data Applicat Technol Comprehens, Beijing 100044, Peoples R China
[2] Beijing Municipal Inst City Planning & Design, Dept Transportat, Beijing, Peoples R China
来源
2018 ASIA-PACIFIC CONFERENCE ON INTELLIGENT MEDICAL (APCIM) / 2018 7TH INTERNATIONAL CONFERENCE ON TRANSPORTATION AND TRAFFIC ENGINEERING (ICTTE 2018) | 2018年
基金
中国国家自然科学基金;
关键词
Rail transit; carrying capacity; pedestrian flow model; SP survey; safety;
D O I
10.1145/3321619.3321658
中图分类号
U [交通运输];
学科分类号
08 ; 0823 ;
摘要
The rail transit system is easily affected under the emergency and normality large passenger flow. The unbalance between the limited space resource and the passenger demand can be generated, such as congestion, the slow travel speed, the interference. It is not convenience to passenger under these scenes even yield accidents. Therefore, the carrying capacity is obtained in this paper to show the operation efficiency and safety of rail transit system. Firstly, the carrying capacity is proposed as the number of passenger that the rail transit station can hold. Secondly, the survey is performed on the platform, stairs and aisle to estimate the theoretical capacity by using passenger flow models. Thirdly, state preference (SP) survey is conducted and the capacity considered passenger perception can be obtained. It can be shown that the number of passenger that rail station can hold may change obviously. The previous aisle capacity may be overestimated and the passengers have strong toleration to congestion in the stair and platform. The quantitative carrying capacity of rail transit under the acceptable level of service can be proposed to provide the theory basis for planning, design and management with the reasonable parameters
引用
收藏
页码:41 / 44
页数:4
相关论文
共 10 条
[1]  
[曹守华 CAO Shou-hua], 2009, [交通运输系统工程与信息, Journal of Transporation Systems Engineering and Information Technology], V9, P99
[2]  
Deshao H, 2008, THESIS
[3]  
DING JH, 2010, URBAN RES, V1, P269, DOI DOI 10.3969/J.ISSN.1009-6000.2010.01.005
[4]  
Fujing L, 2006, THESIS
[5]  
Guifeng G., 2007, J HUAZHONG U SCI, V24, P90, DOI [10.3969/j.issn.2095-0985.2007.01.023, DOI 10.3969/J.ISSN.2095-0985.2007.01.023]
[6]  
[李晓燕 LI Xiaoyan], 2008, [公路交通科技, Journal of Highway and Transportation Research and Development], V25, P151
[7]  
Peihong Z., 2001, CHINA SAFETY SCI J, V11, P22, DOI [10.3969/j.issn.1003-3033.2001.02.005, DOI 10.3969/J.ISSN.1003-3033.2001.02.005]
[8]  
Virkler M.R., 1994, Transportation Research Record, V1438, P51
[9]  
Xinye Z., 2008, ACTA SCI CIRCUMSTANT, V28, P1923, DOI [10.3321/j.issn:0253-2468.2008.09.031, DOI 10.3321/J.ISSN:0253-2468.2008.09.031]
[10]  
Yu Z., 2012, URBAN STUD, V19, P108, DOI [10.3969/j.issn.1006-3862.2012.02.019, DOI 10.3969/J.ISSN.1006-3862.2012.02.019]