通行能力
- 名traffic capacity
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基于Erlang分布的环形交叉路口通行能力的研究
The Study of the Traffic Capacity of the Circular Intersections Based on Erlang Distribution
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在无信号T型交叉口主路车流车头时距服从改进后的M3分布的条件下,建立了支路3种车型混合车流的通行能力模型。
When the flow of the major lane of unsignalized T-intersection follows improved M3 distribution , the traffic capacity model of mixed flow at minor lane was developed .
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制约驾车出行量的将会是那些道路的通行能力。
It 's the capacity of those roads which is going to constrain the amount of travel by car that can take place .
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基于BP神经网络技术的路段实际通行能力
The Road Section Actual Capacity Based on the BP Neural Network
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根据提出的交叉口通行能力分析方法,运用VISUALBASIC编程语言编制了应用软件,用以分析典型交叉口的通行能力情况。
These structures the foundation for the simulation software works . According to the practical model , with the Visual Basic programming language , the application software is designed to analyze capacity of typical intersection in the urban road network .
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结果表明,插车间隙为3s时,道路的通行能力、司乘人员舒适度、车流、加速度以及车流稳态等方面均能达到最优。
It is concluded that the road capacity , traveling comfort , vehicle acceleration and flow stability are satisfied when the headway is 3 s.
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将OD交通量和路段通行能力作为离散随机变量,基于用户平衡分配模型,用近似算法求解行程时间可靠性。
OD demands and link capacities are treated as discrete random variables . Based on user-equilibrium traffic assignment model , an approximating algorithm is used to estimate the travel time reliability .
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以HCM手册推荐的信号交叉口通行能力与延误模型为基准,在对西安市小寨十字信号交叉口进行实际交通调查的基础上,运行分析了该交叉口每车道组的通行能力和服务水平。
Based on traffic capacity and delaying models of signalized intersection recommended in HCM manual as the datum and the detail traffic research to xiao'zhai signalized intersection of xi'an city , the traffic capacity and service level of every lane group in the intersection are analysied .
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介绍了国内外研究平面信号交叉口通行能力的常用方法,重点分析我国《城市道路设计规范》关于研究信号交叉口通行能力的推荐方法和美国HCM关于研究信号交叉口平均停车延误的方法。
Several common methods to study traffic capacity of signalized intersection both at home and abroad are introduced . Especially the methods to study traffic capacity recommended in City Road Design Standard of China and the average delay of vehicles put forward in HCM of America are mainly analyzed .
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城市道路平面交叉口通行能力的综合计算
Integrative Calculation of Traffic Capacity on Grade Crossing of City Road
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山区二级公路的通行能力计算
Traffic capacity calculation of the second level road in mountain area
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基于可变跟驰时间和随机因素的通行能力理论计算模型
Theoretic capacity model considering with variable following time and random factors
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提高高速公路车辆通行能力的方略与措施
Strategies and Measures for Improving the Traffic Capacity of Expressway Vehicles
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模拟方法在主路优先交叉口通行能力中的应用
Simulation Method Applied in the Traffic Capacity of a Priority Intersection
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提升高速公路通行能力之捷径&组合式联网收费系统
The Shortcut of Improving Expressway Traffic Capacity & Compound ETC System
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用遗传算法求解考虑通行能力约束的运输网络均衡问题
Genetic Algorithms for Solving Transportation Network Equilibrium Problems with Capacity Constraints
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梁桥体系重载车辆通行能力研究
Investigation Research on Traffic Ability of Over-Loading Vehicles in Girder Bridge
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公交站台停靠区的排队问题决定了公交车辆的通行能力。
The queuing problem in bus stops determines the vehicle capacity .
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双车道过境公路的通行能力分析
The Analysis on the Traffic Capacity of Double Lane Through-Traffic Highway
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信号交叉口左转待行区设置参数和通行能力研究
Study on the Parameters and Capacity of Left-turn Waiting Area Intersection
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快速路出口通行能力的可靠性仿真研究
Simulation Study on the Road Capacity Reliability of Thruway with Exit
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最后提出三种措施以改善通行能力。
Finally , there are three measures to improve the capacity .
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影响城市道路通行能力因素分析
Analysis of Factors Influencing on Traffic Capacity of Urban Road
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道路入口匝道连接处通行能力计算模型
Calculating model for the capacity of the junction at on-ramps
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单向交通条件下交叉口通行能力分析与仿真
Analysis and Simulation of Intersection Capacity in One-way Road Traffic
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研究了环形交叉口通行能力与服务水平。
The capacity and the levels of service of roundabout are studied .
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城市信号控制交叉口右转专用车道通行能力分析
A study on the capacity of exclusive right-turn lanes of at-grade intersections
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计算机模拟在双车道道路通行能力研究中的应用
Application of computer simulation to the research on two-path highway traffic capacity
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现代步行商业街设计行人过街道通行能力的探讨
The Design of Pedestrian Mall On the Pedestrian Crosswalk Capacity
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总结了信号交叉口通行能力的计算方法,结合左转待行区的设置,对普通的通行能力的计算方法进行了修正。
The traffic capacity calculation methods for the signalized intersection were summarized .