复式收费通道通行能力研究  

The study of capacity of tandem-arrangement toll-booths passageway

作　　者：崔洪军[1] 丛颖利 赵述捷[1] 刘孔杰[3] 

机构地区：[1]河北工业大学土木工程学院,天津300401 [2]承德冀通公路工程有限责任公司,河北承德068450 [3]河北省高速公路石安管理处,河北石家庄050031

出　　处：《河北工业大学学报》2012年第4期73-76,共4页Journal of Hebei University of Technology

基　　金：国家自然科学基金(50808064)

摘　　要：设置复式收费通道是高速公路缓解收费站交通拥堵的主要措施之一.通过对收费站交通流运行特征及复式收费站收费过程的调查分析,建立了复式收费通道的数值模拟模型,量化研究了收费亭数目与收费通道通行能力关系,指出随着收费亭数目增加,车辆驶入通道收费就位时间、车辆在收费通道逗留时间(受最长收费时间车辆影响)都将延长,导致当收费亭数目大于5个时,增加收费亭反而造成通行能力下降,研究结果为收费站的设计和运营管理提供了依据.Setting up tandem-arrangement toll-booths passageway is one of the main measures to ease the traffic congestion.By the way of analysising the character of freeway toll station's traffic flow and the charging process of the passageway,this paper built the numerical simulation model of the tandem-arrangement toll-booths passageway,proposed the relation model between the toll booth number and the capacity,proved the traffic capacity of the passageway will increase with the growth of the number of toll booths from 1 to 5,but value-added reduce.After reaching a peak of 5,increased the toll booth number,the capacity of the passageway reduced.

关 键 词：复式收费 收费通道 通行能力 数值仿真 

分 类 号：U412.366[交通运输工程—道路与铁道工程]