交通工程专业术语中英对照.pdf

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1、交通工程专业术语中英对照加速车道AccelerationLane行人占用面积bodyellipse入口AccessPoint瓶颈bottleneck入口密度Access-PointDensity畅通中断breakdown准确度accuracy中断流breakdownflow修正adjustment公交车队busplatoon修正系数adjustmentfactor标定calibration集合延误aggregatedelay公交依赖者captiveriders下车时间alightingtime转换间隔change

2、interval全向停车控制all-waystop-controlled环行流量circulatingflow分析时段analysisperiod环行车道circulatingroadway分析模型analysismodel街角circulationarea斜列式载客区angleloadingarea清尾损失时间clearancelosttime引道approach空站时间clearancetime引道坡度approachgrade爬坡车道climbinglane地区类型areatype集散街道collector

3、street到达率arrivalrate通勤铁路commuterrail到达类型arrivaltype组合纵坡compositegrade干道arterial复合型左转compoundleft-turn铰接公共汽车或铰接电车articulatedprotectionbusorarticulated冲突引道conflictingapproachtrolleybus冲突交通流率conflictingflowrate辅助车道auxiliarylane冲突交通流conflictingmovements平均行程速度aver

4、agetravelspeed拥挤交通流congestedflow排队长度backofqueue约束运行constrainedoperation理想条件basecondition控制条件controlcondition理想饱和流率basesaturationflowrate控制延误controldelay高速公路基本路段basicfreeway交通走廊corridorsegment服务范围coverage站点berth爬坡速度crawlspeed自行车设施bicyclefacility临界密度criticalden

5、sity自行车道路bicyclepath临界间隙criticalgap自行车速度bicyclespeed关键车道组criticallanegroup上车时间boardingtime临界速度criticalspeed交叉流crossflow%85位速度85th-percentilespeed路冠线crownlane经验模型empiricalmodel最大容量crushload入口匝道entranceramp减速车道decelerationlane平衡距离equilibriumdistance减速车道decelera

6、tionlane事件event需求-回应服务demand-responsive事件驱动模型event-basedmodelservice公交专用道exclusivebuslane需求不足demandstarvation转向专用车道exclusiveturnlane需求负荷度demandtocapacityratio出口匝道exitramp描述性模型descriptivemodel有效绿灯时间延长extensionof设计分析designapplicationeffectivegreentime设计分类design

7、category堵塞范围extentofcongestion设计小时designhour设施facility设计小时系数（K系数）design-hour车站闭塞率failureratefactor:K-factor过路口车站far-sidestop确定性模型deterministicmodel固定障碍物fixedobstruction菱形立交diamondinterchange定线服务fixed-routeservice定向设计小时交通量directional拓宽型进口flaredapproachdesign-h

8、ourvolume流率flowrate方向分布directionaldistribution重型车heavyvehicle定向交通流率directionalflowrate增长系数growthfactor方向性路段directionalsegment组合行人临界间隙groupcriticalgap方向分配directionalsplit三角区gorearea分流diver