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《交通工程学》填空题库及答案.pdf

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1、交通工程学填空题库及答案（每 10 道一组，10 组共 100 小题，）81.排队系统的三个组成部分是_、_和_。82.观测交通流流量为0 时，此时可能对应的交通密度为_或_。83.某双向道路，两个方向的交通量分别为400 辆/h 和 600 辆/h，那么该道路的方向不均匀系数为_。84.驾驶员的视觉特性可从、来考察。85.排队系统的状态是指；当时系统是稳定的。86.在等时线图中，相邻等时线相隔较近则说明交通。87.根据误差理论，测定值与真值两者之间存在误差。它包括误差和误差；误差是不可避免的。88.交通工程学是一门研究、及其相互关系的科学。89.道路线形是指道路在 _、_、_、三方面的几何形

2、状。90.驾驶员的 _ 和反映特性是驾驶员的主要心理特性。答案：81.输入过程、排队规则、服务方式82.0、阻塞密度83.0.6 84.视力、视野、色感85.排队系统的顾客数、86.拥挤87.系统、偶然、系统。88.人、车、路、环境。89.平、纵、横90.反应特性91.设计车速是指道路交通与气候条件良好的情况下仅受道路物理条件限制时所能保持的_、用作道路线形几何设计的标准。92.动视力是指汽车运动过程中驾驶员的视力，它随_的增大而降低。93.城市近期交通规划，规划年限一般在_ 内。94.城市交通战略规划的年限一般为_ 年。95.驾驶员的反映特性是指其对_ 敏感程度。96.交通流的三大基本参数是

3、_、_、_。97.交通三大基本调查是 _、_、_。98.阻塞密度是指车流密集到_ 时的密度。99.OD调查即 _ 至出行终点的调查。100.月变系数定义为 _ 除以_。答案：91.最大安全车速92.车速93.五年94.20-30年95.环境刺激96.交通量、车速、密度97.交通量、车速、OD 98.无法移动（车速=0）99.出行起点100.年平均日交通量，月平均日交通量文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4

4、I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8

5、A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4

6、I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8

7、A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4

8、I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8

9、A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4

10、I1V8J471.排队系统的三个组成部分：输入过程、_、服务方式。72.车速越高，一氧化碳和碳氢化合物的排放量就越_。73.交通工程学起源于二十世纪_ 年代。74.在事故率计算中，HMVK 表示_。75.在多路线概率分配模型中，L.W.（i，j）表示 _权。76.交通对社会的公害主要有三个方面：交通噪声、_和交通振动。77.流量、_、密度之间的关系式叫做交通流模型。78.车速调查通常分为两种，一种是_，另一种是行程车速调查。79.由低密度状态向高密度状态转变的车流波称为_。80.交通工程学又称作为一门5E学科，这 5 个 E指的是 _、_、_、_和_。答案：71.排队规则72.小73.40 7

11、4.亿车公里事故率75.线76.大气污染77.速度78.地点车速79.集结波80.工程、法规、教育、能源、环境文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:

12、CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R

13、4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:

14、CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R

15、4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:

16、CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R

17、4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J461.中位车速是累计频率为 _时的车速。62.按照交通组成，交通量分为：机动车交通量、非机动车交通量和_。63.车速调查分为两种：地点车速调查和_调查。64.交通量预测的四阶段模式：出行发生的预测、_、交通方式划分的预测和交通量分配的预测。65.交通

18、对环境的污染主要有：交通噪声、_、车辆废气。66.描述交通到达统计特性的离散型分布包括泊松分布、二项分布和_分布。67.交通控制与管理的主要手段包括交通信号、_、交通标示以及交通规则和限制措施的规定、条例等。68.停车调查的方法：断续式调查、_、询问式调查。69.当汽车由明处驶入暗处时，驾驶员需要_ 秒钟后才能看清周围情况。70.高峰小时系数为 _。答案：61.50%62.行人交通量63.行程车速64.出行分布65.道路交通振动66.负二项67.交警指挥68.间隙式调查69.6s 70.高峰小时交通量与扩大高峰小时交通量之比文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I

19、1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A

20、5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I

21、1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A

22、5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I

23、1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A

24、5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I

25、1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J451.交通工程学的研究对象：_。52.年第 30 位最高小时交通量为 _。53.停车场的类型按建筑类型可分为：地面停车场、地下停车场、_。54.交通工程学是运输工程学的一个分支。运输工程包括：道路交通、铁道交通、航空交通、水上交通、_五项主要内容。55.M/M/N 是表示泊松输入，_，N 个服务台的排队系统。56.交通控制属于动态控制，交通管理属于静态管理，这两者的综合作用简称为_。57.声波的频率越高，波长越短，其绕射能力越

26、差，声屏障对噪声衰减的作用越_。58.SCOOT 是_国于 1980年提出的一个实时操作的自适应交通控制系统。59.设泊松分布的参数为m，则泊松分布的均值等于_。60.由跟车理论知，反应=敏感度 _。答案：51.人、车、路、环境与能源及相互关系52.一年 8760h 中交通量由大到小排列第30 位小时交通量。53.立体机械式停车楼54.管道交通55.服务时间服从负指数分布56.交通管制57.差58.英国59.m 60.刺激文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX

27、9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B

28、5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX

29、9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B

30、5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX

31、9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B

32、5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX

33、9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J441.车辆停放方式相对于行车通道来说有_、_ 和_ 三种。42.感应式信号控制的基本参数有_、_、_、和_。43.汽车的动力性通常用 _、_和_ 三个方面的指标来评定。44.道路通行能力按其性质作用分为_、_ 和_ 三种。45.排队系统的主要数量指标：等待时间、_、队长。46.交通系统的四大元素是 _、_、_ 和_。47.驾驶员的反应特性通常为_。48.高峰小时流量比为 _。49.车头空距是 _。50.道路交通噪声的控制措施：控制噪声源、_、限制噪声传播。答案：41.平行式，垂直式，斜列式42.初始绿灯时间，最小绿灯时间，单位绿

34、灯延长时间，绿灯极限延长时间。43.最高车速，加速度或加速时间，最大爬坡能力44.基本通行能力，可能通行能力，设计通行能力45.忙期46.人、车辆、道路、环境47.由外界因素的刺激而产生的知觉-行为过程。48.高峰小时交通量与日交通量的比值。49.连续运行车流前后车头间距。50.合理进行路网规划设计文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 Z

35、G4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4

36、H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 Z

37、G4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4

38、H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 Z

39、G4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4

40、H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J431.在研讨道路通行能力时，我们将“实际道路条件和交通条件下

41、单位时间内通过道路上某一点的最大可能交通量”定义为。32.道路交通标志基本三要素是、和文字符号。33.将不同类型、不同性质的各类交通事故中伤亡人数核算或财产损失，最终将一次事故的总经济损失作为比照标准的方法称为。34.交通事故统计的基本方法可分为和两大类。35.是衡量声场中声音强弱的物理量，是单位时间内在垂直于声波传播方向上通过面积的声能量。36.道路景观设计的类型，按道路的重要程度将景观规模大小分成类。37.我国的道路交通标志包括、旅游区标志、道路施工安全标志和辅助标志这些种类。38.交通量的月变系数大于1，则说明月平均日交通量（大、小）于年平均日交通量。39.区间平均速度指在某一特定瞬间，

42、行驶于道路某一特定长度内的全部车辆的车速分布的平均值，当观测长度为一定时，其数值为地点车速观测值的；时间平均速度指在单位时间内测得通过道路某断面各车辆的地点车速的；由区间平均速度推算时间平均速度的关系式为。40.对某道路上的交通流进行观测，发现速度与密度的关系是对数关系，并且有 V=40Ln（180/K），式中车速单位为km/h，密度单位为辆/km，那么该路段的阻塞密度为，交通流量最大时对应的车速为。答案：文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A

43、5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I

44、1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A

45、5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I

46、1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A

47、5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I

48、1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A

49、5 HS5K5E7R4B5 ZG4V4I1V8J422.在随机概率分析中，将理论分布与一组试验数据之间的各种拟合进行比较，以对其拟合的质量进行评价，这一分析过程称为。23.车流中两种不同密度部分的分界面经过一辆辆车向车队后部传播的现象，称为，这一分界面沿道路移动的速度称为。24.美国 2000 年版道路通行能力手册中，将信号交叉口的服务水平分为级。25.交通预测工作通常分为、交通方式划分预测、交通分配预测四个阶段进行。交通需求预测四阶段模型包括、和四个阶段。26.在交通信号的基本参数中，在一个周期中的有效绿灯时长与周期时长的比，称为。27.用以反映交通事故发展变化过程和趋势的统计方法称为。28

50、.衡量声音强度相对大小的指标应该是。30.交通管理部门，根据车速累计频率分布图，选择用作最高限制车速的是位车速。答案：文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文档编码:CX9G4H5Y8A5 HS5K5E7R4B5 ZG4V4I1V8J4文

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