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signalized相关的网络例句

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与 signalized 相关的网络例句 [注:此内容来源于网络,仅供参考]

The primary step includes discharging mode design, signal design and channelization design of signalized intersection.

论文首先总结了目前信号交叉口交通组织优化的流程,然后根据流程对每一步骤的具体内容进行详细介绍。

Firstly, this paper introduces the domestic and foreign present research situation and correlative knowledge, proposes the method of traffic organization optimal and plan estimate; Secondly, this paper depicts signalized intersection organization optimum detailed from method of transit, channelization design and signal design, namely carries on the synthesis optimization design, makes every effort to optimize for the signalized intersection traffic organization provides some scientific, comprehensive and practical theory and method.

论文首先介绍交通组织优化国内外研究现状及相关的基础知识,提出了交通组织优化的思路和优化方案的效果评价方法;其次对信号交叉口交通组织优化从交叉口放行方法、交叉口渠化方法和交叉口信号设计方法三个层次予以详细阐述,即进行综合优化设计,力求为信号交叉口的交通组织优化提供一些科学、全面和实用的理论和方法。

Accurate real-time delay model of signalized intersection is one of the cornel models of real-time traffic control system.

信号控制交叉口实时延误计算模型是实时自适应交通控制系统核心模型之一。

Because of inappropriate operation between oncoming straight and left-turn vehicles of signalized intersections of urban areas in Taiwan the department of traffic ever offered corrigible opinions involve in right of way, center of intersections adjudging hard and indirectly encouraged to accelerate left-turn vehicles. But all still lack quantification analysis. Therefore, this problem is worth studying.This study will aim at safe passage of oncoming straight and left-turn vehicles for at-grade signalized intersections. So, this study will be based on row's theory, theory of traffic conflicts, and take many factors into consideration, such as the width of the intersections, types of the intersections, center of the intersections, the size of the vehicles, the location of the vehicles, the radius of turn, paths of operation, the speed of the vehicles, the types of collisions, the angle of road, and also deduce formulas of coordinate of paths. The main method used in this research is the simulation of different situations. By the method, the analytic model of safe passage of oncoming straight and left-turn vehicles for at-grade signalized intersections will be established, and this study will also subsume critical speed of conflict and expected number of times of safe passage. Finally involved rules of safe passage will be proffered.

鉴於台湾都市地区路口对向直行左转车辆常遭受对向车辆不当驾驶行为干扰,因而道路交通主管机关曾针对路口对向直行左转相关道路交通法规可能产生之对向直行左转路权判断不易、路口中心处不易区分、间接鼓励路口转弯车加速左转等问题提出检讨之修正意见,唯整体考量仍缺少〝量化〞分析,系一值得研究之课题,因此,本研究将针对号志化平面路口对向直行左转车辆安全通行问题於法规层面上之特殊性,以交通冲突理论、路权理论为基础,并考量路口宽度、路口型式、路口中心处、车辆尺寸、转弯半径、运行轨迹、行驶速率、行车位置、最终碰撞型态、道路交角等因素,先行推导车辆行驶轨迹座标公式,再利用情境模拟分析法,进行号志化平面路口对向直行左转车辆安全通行分析,分析过程中则纳入冲突临界速率与安全通行期望次数理念,并根据路口对向左转车辆安全通行轨迹、速率集中分布范围之分析结果及相关理论,研拟号志化路口对向左转车辆安全通行轨迹、速率,及对向直行左转车辆路权判断原则,以供驾驶者路口直行左转安全通行之参考。

Concept of compound geometric design for at-grade intersection is presented, and in functional, economic and environmental concept's way at-grade intersection's geometric design is elaborated. Qualitative and quantitative research is provided for intersection's channelized and flared design, including detailed analyses for pocket lane, crossway and traffic island. When conventionally channelized design of signalized intersection isn't possible or these effects are poor, an unconventional geometric design for intersection is brought out and 5 kinds of modes are systematically studied. An example is illustrated to urban signalized intersection compound design's splendid future and deep importance.

对平面交叉口提出复合型几何设计理念,从功能理念、经济理念和环境理念出发研究信号交叉口的几何设计,对交叉口拓宽渠化设计中关键技术环节(专用车道、人行横道和交通岛)进行详细定性和定量分析;针对不允许进行渠化设计或渠化设计效果不佳的信号交叉口,结合交叉口的相关道路设施提出了非传统设计方法,并建立和分析了典型的5种非传统设计模式;同时结合事例说明复合型几何设计理念在城市信号交叉口设计的崭新前景和重要意义

This paper also gave a method to solve the optimum red time of two-phase signalized intersection.According to the relationship between the optimum red time and the bus arrival time,bus stopping time loss and the green time loss by bus stopping,the optimum distance between the bus stop and the stop line of the signalized intersection was determined.

给出了两相位十字交叉口最佳红灯时间的解法,并根据最佳红灯时间与公交到达时间、停靠服务损失时间及其引起的绿灯损失时间之间的关系,得出公交停靠站与信号交叉口停车线之间的最佳距离。

Firstly, a signalized point is stuck on a moving object to be tested, a microphone array and two video cameras are arranged, and the video cameras are demarcated to obtain a projection matrix; sound pressure signals of a sound source in the moving object to be tested are obtained by the microphone in an array mode, the dynamic video of the moving object to be tested is obtained and disassembled into an image by the video cameras; the signalized point on the moving object to be tested is identified in the video image and the matched signalized point is treated with three-dimension reconstruction to obtain the spatial location of the moving object to be tested; the sound pressure signals are treated with beam forming treatment to obtain a sound field characteristic function scattergram of the moving object to be tested, the video image is treated with spatial coordinate superposition frame by frame and restored into a dynamic video image.

首先在被测运动物体粘贴标志点,布置传声器阵列和两台摄像机,对摄像机进行标定,得到投影矩阵;传声器阵列获取被测运动物体中声源的声压信号,摄像机获取被测运动物体的动态视频,将动态视频拆解成图像;在视频图像中识别出被测运动物体上的标志点,对匹配后的标志点进行三维重构,获取被测运动物体的空间位置;对声压信号进行波束成型处理,得到被测运动物体的声场特征函数分布图,将其视频图像进行逐帧空间坐标叠加,并还原成动态视频图像。

The system consists of two sub-systems: the Expert System of Signalized Intersection and the Simulation System of Signalized Intersection.

信号交叉口优化专家系统开创了道路交通管理研究的新领域,为充分发挥交叉口的时、空资源提供了新的理论框架。

Through microscopic analysis of the right-turn vehicles curve process,this paper has proposed the length computational method of the offset exclusive right-turn lanes at signalized and non-signalized highway intersections.

通过对右转车辆转弯过程的微观解析,提出了信号交叉口及无信号交叉口偏置右转专用车道长度的计算方法,并通过分析无偏置条件下的非正常变道车辆对后续右转车流的影响,提出了无偏置右转车道的长度计算方法

Through microscopic analysis of the right-turn vehicles curve process,this paper has proposed the length computational method of the offset exclusive right-turn lanes at signalized and non-signalized highway intersection s.

通过对右转车辆转弯过程的微观解析,提出了信号交叉口及无信号交叉口偏置右转专用车道长度的计算方法,并通过分析无偏置条件下的非正常变道车辆对后续右转车流的影响,提出了无偏置右转车道的长度计算方法

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