Traffic engineering with constraint based routing in MPLS networks

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交通工程交通规划专业英语词汇

交通工程交通规划专业英语词汇

B it 钻头Bit Per Second bps 每秒传输的位数Bitumen 沥青Bituminous Joint Fillers 沥青接缝填充料Bituminous Material 沥青材料Bituminous Overlay 沥青封层Bituminous Pavement Road 沥青铺路Bituminous Penetration Macadam 灌入式沥青路面Bituminous Pressure Distributor 沥青压力散布机Bituminous Sand Slurry 沥青沙浆Bituminous Surface Treatment 沥青表面处理Bituminous Water Proof Coating 沥青防水层Bituminous Treated Base BTB 沥青处理底层Bituminous Treated Sand Gravel 沥青处理砂砾Black-Hole Effect 黑洞效应Balance Cut and Fill 挖填之平衡Blast 开炸Blast Pad 喷气防护坪Blasting Method 炸移法Bleeding 路面冒油Blight proof courses 病虫害防治Blood alcohol concentration 血液中酒精浓度Blown Asphalt 吹制沥青Boiling 砂涌Bonding Agent 黏着剂Bore 钻凿Bored pile 钻掘桩Borehole 钻孔Boring 钻探Boring log 钻孔柱状图Boring machine 钻机Boring Rod 钻杆Boring-core 钻孔岩心Borrow 借土;借方Borrow area 借土区Borrow Pit 借土坑;取土坑Bottle neck control 瓶颈路段(地点)管制法Bottle Neck Road 瓶颈段;瓶颈路Bottleneck 瓶颈Bottom Course 底层Bottom Flange 下翼绿Boulder 卵石Box caisson 沉箱;箱式沉箱;匣式沉箱Box Culvert 箱涵;箱形涵洞Box Drain 水沟渠;匣形沟渠Box girder 箱形梁Bracing 支撑Bracket / Chassis 拖架Brake failure, Defective brake 煞车失灵Brake light 煞车灯Brake Reaction time 煞车反应时间;制动反应时间Braking Distance 剎车视距(停车视距)Braking system 煞车系统Branch and Bound Algorithm 分枝界定法Breakdowns 故障Breaking of Emulsion 乳化沥青黏结Breaking Wave 碎波Breakaway 脱离式接头Breath alcohol concentration 呼气酒精含量Brick Pavement 砖铺路面;砖铺面Brick Pavement Road 砖铺路Brick Road 砖面路Bridge 桥梁Bridge Abutment 桥台Bridge Approach 桥粱引道Bridge bearing 桥支承Bridge deck 桥面板Bridge deck/floor 桥面Bridge expansion joint 桥面伸缩缝Bridge floor 桥面Bridge head 桥塔Bridge inspection 桥梁检测Bridge Management System 桥梁管理系统Bridge pier 桥墩Bridge railing 桥栏杆Bridge span 桥跨Brightness 照杜;辉杜;明亮度Brightness contrast 辉度对照比Brittle fracture 碎裂Brittleness 脆性;脆度Gravel Road 碎石路Broken Stone Surface 碎石路面Broken-back Curve 断背曲线Broken-Beach Grade Line 破背坡度线Benkelman Beam 彭柯曼梁Buckling 挫屈;路面拱起Budget 预算经费Budgetary estimate 经费概算Buffer 缓冲剂;缓冲器Buffer buildings 缓冲建筑物Buffer distance 缓冲距离Buffer reach 缓冲段Buffer time 缓冲时间Buffer zone 缓冲带Building Code 建筑规刖;建筑法规Building Coverage Ratio 建蔽率;建筑面积比Building Line 建筑线Built-in Parking Facilities 建筑物附设停车空间Bulb Type 球状Bulk Density 虚松体密度Bulk Specific Gravity 松比重;容积比重;虚比重Bulkhead 隔墙;天窗;驳岸;隔舱Bull Dozer 堆土机Bulldozer 推土机Bulldozer Blade 刮刀Bullet-nose 弹头尖端式Bullet-nose Form 弹头式Bumper 保险杆Bundle method 光束法Bureau of Public Road (renamed to FHWA) 美国联邦公路局Bus 大客车Bus Bay 公车湾Bus company 公车公司Bus driver 公车驾驶员Bus driving 公车运行Bus Exclusive Lane 公车专用道Bus fare 公车费率Bus Lane 公车专用车道Bus management information system 公车管理信息系统Bus network 公车路网Bus Operating Rate/Bus Dispatching Rate 出车率Bus operation 公车营运Bus operation management 公车营运管理Bus parking area 大客车停车场Bus Rapid Transit 公车捷运Bus ridership 公车运量Bus route 公车路线Bus route inquiring system 公车路线查询系统Bus scheduling 公车排班Bus speed limits 公车速限Bus station 公车停靠站Bus stop spacing 公车站距Bus Street 公车专用街道Bus system design 公车系统设计Bus system, Bus transit system, Public bus system 公车系统Bus Terminal 公车终站;公车总站;公车场站Bus transportation 公车运输Bus, Public bus 公共汽车Buses 大客革Bush hammering 粗面石工Business District 商业区Business Vehicle 营业车辆Bus-Kilometer 客车行驶里程Busway 公车专用道Butt Joint 平头接缝Button reflector 反光钮Buttressed Wall 外支墙Buttressed Abutment 撑式桥台墙Buttressed Retaining Wail 外支式挡土墙Bypass highway 绕越公路Bypass road 外环道Bypass route 绕道路线Bypass Street 绕越街Bypassing Traffic 绕越交通Bystreet 支街C ab Signal 车厢号志Cab, Taxi 出租车Cable Car, Cableway 空中缆车Cable stayed bridge 斜张桥;斜索桥Cable Suspension Bridge 索桥Caboose 车务员专用车Cadastral map 地籍图Cadastral Survey 地籍测量California Bearing Ratio CBR 加州乘载力比Canal Aqueduct 输水桥Canal Bridge 渠桥Canal Tunnel 输水隧道Cancellation 注销Candle (Candle Power) Cd, Cp 单位:烛光Cantilever Bridges 悬臂式桥梁Cantilever method 悬臂工法Cantilever retaining wall 悬臂挡土墙Cantilever type retaining wall 悬臂式挡土墙Cap 桩帽;雷管(俗)Capacitated arc routing problem 容量限制弦路径车辆行驶问题Capacitated freight distribution 零担货物运输Capacity 容量;涵容性Capacity analysis 容积分析Capacity and level of service analysis 容量与服务水准分析Capacity constraint, Capacity restriction 容量限制Capacity estimation 容量估计Capacity limitation 容量极限值Capacity model 容量模式Capacity of Bus Line 公车路线容量Capacity reduction factor, Strength reduction factor 强度折减因子Capacity utilization 容量使用率Capillary Lift 毛管水升高度;毛细管水升高度Capillarity 毛细管作用;毛细管现象Captive Riders 无自由选择的乘客Captive Transit Rider 大众运输固有使用者Car accident, Traffic accident 交通事故Car accreditation system 车辆认证制度Car body 车体Car detector, Vehicular detector 车辆侦测器Car following model 跟车模式;自动跟车系统Car navigation system 汽车导向系统Car Ownership 汽车持有;汽车持有权Car Pooling, Carpool 汽车共乘Car, Vehicle 车辆Carbon Dioxide CO2 二氧化碳Carphone 车用电话Car-Rental Carrier 小客车租赁业Carriage 马车Carrier wave 载波Casing 套管Cast stone 人造石Cast-in-place pile 场铸桩Cast-in-place (CIP) Concrete 场铸混凝土Casualty 伤亡Catalog Service Interface Specification 目录服务接口规范Catch Basin 集水井;截流井Catch Drain 排水沟;截水沟Catch Feeder 灌溉水道Cathodic method 阴极防锈法Cationic Asphalt Emulsions 阳离子乳化沥青Caution Light 警告灯Caution Sign 警告标;警告标志Caution Signal 注意信号;警告号志Cavitations 孔蚀现象;穴蚀现象Concrete Pavement 混凝土路面Critical Speed 临界速率Cement Grout 灌水泥浆;水泥灌喷枪Cement grouting 水泥灌浆Cement mortar 水泥砂浆Cement Paste 水泥浆Cement Treated Sand Gravel 水泥处理砂砾Cencrete Cribbing 框式混凝土挡土墙Census 普查Center Frog k 形岔心Center Island 中央岛Center Line 中线;中心线Center Line Lane 中心车道;中央车道Center Line Marking 中心标线Center Platform (Island Platform) 岛式站台Center Span 中央跨孔Center(line) stake 中心桩Centerline 中心线Center-to-Center C2C 中心与中心Center-to-Field C2F 中心与现场Central Business District CBD 中心商业区Central corridor system 中央走廊系统Central Cross-Island Highway, East-West Cross-Island Highway 中横公路Central Divider 中央分向岛Central Island 分隔岛;中央岛;分向岛Central Mixing Plant 中央拌合厂Central projection 中心投影Central Shopping area 中央商业区Centralized Control System 集中式控制系统Centralized Traffic Control CTC 中央行车控制法Centrifugal force 离心力Centrifuge Cup 离心杯Centrifuge Kerosene Equivalent CKE 离心煤油当量法Certification, Accreditation 认证;核准Change License 换照Change of Registration 变更登记Changeable Message Sign, Variable Message Sign CMS 信息可变标志Changeable Speed Limit Sign CSLS 速限可变标志Changing Lane 变换车道Channel 槽道Channelized Intersection 槽化交叉Channelization 槽化Channelization island 槽化岛Channelized Intersection 槽化式交叉;槽化路口Channelizing Island 槽化岛Channelizing Line 槽化线;检核点Characteristic Deflection 代表性挠度Character arrangement 文字排列方式Character size 文字尺寸Charging system 收费系统Charter Bus 专用游览车Check Point 检核点Check Valve 逆止阀Chemical grouting 药液灌浆Chevron of divergence 分流式山形条纹Chevron of mergence 并流式山形条纹Chevron strip 山形条纹Chief Engineer 总工程司Child pick-up area 家长接送区Children-only Bus 幼童专用车Chinese road sign 中文道路标志Chord 弦;弦杆Chord Length 弦长Chute 竖槽;陡槽;吊沟Circle 周期Circle/Roundabout 圆环Circuit 环道(测);电话(电)Circuit-switched Public Data Network CSPDN 线路交换公众数据网络Circular Arch 圆拱;弧拱Circular Curve 圆曲线;单曲线;圆弧曲线Circular failure 圆弧型破坏Circular green light 圆形绿灯Circular rod level 圆盒水准器Circular sliding surface 圆弧滑动面Circulation 通风;交通Circulation Map 交通图Circulation system 转乘系统Circumferential street (road) 外环(环状)道路City Bus 市区公共汽车City Planning 都市计画City Planning Commission 都市计画委员会City Planning Law 都市计画法City Rebuilding 都市重建City Transit 都市大众运输Clamshell 抓式挖土机Classification Count 分类调查Classification of road 道路分类Classification of Soil 土壤分类Clear distance 净距Clear height 净空高Clear Span 净跨距Clear Zone 清除区Clearance 净距Clearance Height 净高Clearance Lost Time 清道损失时间Clearance time 清道时间Climate Conditions 气候情况Climbing Lane 爬坡道.爬坡车道Clinker 溶块Close Network 封闭网络Close System Toll Station 封闭制收费站Close Tunnel 隧道区Closed Circuit Television Camera CCTV 闭路电视摄影机Closed Loop 封闭环路Closed Network 网络系统Closed traverse 闭合导线Clothoid Curve (Clothide) 螺旋曲线;克罗梭曲线;罗线形曲线Clover Leaf Interchange 四叶形交流道;苜蓿叶形交流道CO Detector 一氧化碳侦测器Coarse Aggregate 粗粒料;粗骨材Code 规范;数值Coefficient of friction, Friction coefficient, Frictional coefficient 摩擦系数Coefficient of Kinenatic Viscosity 动黏滞系数Coefficient of kurtosis 峰度系数Coefficient of Side Friction 侧犘擦系数Coefficient of Subgrade 路基抗力系数Cofferdam 围堰Coefficient of Utilitization CU 照明率Cohesion 凝聚力;黏力;黏结力Cohesion of soil 土壤之凝聚力Cohesive value 凝聚值Cold-Mix Asphalt Concrete 泠拌沥青混凝土Collector Ditch 集水沟Collector Road 连络道路Collector Street 联络道路Collector-distributor Roads 集散道Collision 冲撞;碰撞Collision Accident 碰撞事故Collision area 碰撞区Collision diagram 碰撞图;相横示意因Collision Warning Systems 碰撞预警系统Color Light Signal 色灯号志Color contrast 色彩对比Color quality 光色品质Combination Truck Tractor-trailer 联结车Commercial Center 商业中心Commercial District 商业区Commerical Driver's License CDL 大型车辆驾照(16人以上)Commercial Fleet Management 商用车队管理Commercial Motor Vehicle CMV 商业用车Commercial Speed 商业运转速率Commercial Traffic 商车交通量Commercial Vehicle Electronic Credential Management 商用车辆电子凭证管理Commercial Vehicle Operating System 商用车营运系统Commercial Vehicle Operations CVO 商车营运系统Commercial Vehicle Operations Services CVOS 商车营运服务Commodity 商品Community Center 杜区中心Community Planning 社区规画Commuter 通勤者Commuter Rate 回数费率Commuter Rail, Commuter Train 通勤火车Commuting Distance 通勤距离Compacted Subgrade 压实路基Compaction 夯实;压实Compaction effort 夯实能量Compatibility 兼容性Compensation 征收补偿Compensation for Damage 损失赔偿Compensation for the land price 地价补偿Complementary Route 补充路线Complex intersection 复合适交叉路口Composite Beam 合成粱;复合粱Composition of Traffic 交通组成Compound Curve 复曲线Comprehensive 整体性Comprehensive parking program 综合性停车计画Comprehensive Planning 综合性计画Compressibility of Soil 土壤压缩性Compression 压缩;压力Compression Stress 压应力Compressive Strength 抗压强度Compulsory Purchase 征收Computer signal 计算机号志Computer signal lamp system 计算机号志系统Computer-Aided Dispatching System 计算机辅助派车系统Computerized traffic signal system 计算机化号志系统Concave 凹Concave Bank 凹岸Concave curve 凹形曲线Concave Joint 四缝Concave-convex 凹凸形Concentrated load 集中荷重Concentration time 集流时间Concentric opposed plane helical ramp 同心反向螺旋状匝道Concrete 混凝土Concrete barrier (New Jersey) 纽泽西(混凝土)护栏Concrete islands 混凝土交通岛Concrete joint 混凝土接缝Concrete Mixing 混凝拌合机Concrete Overlays 混凝土路面加铺Concrete pavement 混凝土铺面Cone 交通锥Cone of acute vision 明晰视锥角Cone of glance area 瞥视锥角范围Cone of sight 视锥角Conflict 冲突Conflict analysis 冲突分析Conflict Area 冲突区域Conflict lane change 冲突性变换车道Conflict management 冲突管理Conflict point 冲突点Congestion 拥挤Congestion degree 拥挤度Congestion delay 拥挤延滞Congestion dummy variable 拥挤虚拟变量Congestion pricing 拥挤定价Congestion Time 拥挤时间Congestion toll 拥挤费Conical Surface 圆锥面Connecting Road 连络公路Connector 连接道路Consistency 稠度Consolidation 压实;固结;压密Consolidation Rate 压密率Construction Contract 工程合约Construction Joint 施工接缝Construction Load 施工道路Construction Planning 施工计画Construction Sign 施工标志Construction Specification 施工规范Construction/Maintenance Zone 施工维修区Contact detector 接触式侦测器Contact strip 接触带Container Packing Shed 货柜并装通栈Container parking area 联结车停车场Container Trucking Carrier 货柜运输业Continuous Mixing Plant 连绩式拌合厂Continuous move-up operation 连续跟进行为Continuous Station 长期观测站Continuous Volume-count Program 长期持续**通量调查Continuously reinforced concrete pavement CRCP 连续钢筋混凝土路面Continuous-Mix Plant 连续式拌合厂Contour Interval 等高线间隔;等高距Contour Line 等高线Contour Map 等高线图Contours 等高线Contract 契约Contract Change Order 契约变更通知Contraction Joint 收缩接缝Contractor 承包商Contraflow bus lane 逆向公车专用道Contributing area 集水面积Control Count 控制量交通调查Control of Access 出入管制Control point comparison 控制点比较法Control points 控制点Control Radius 控制半径Control section 管制路段Control span 控制限制Control Station 控制站Control strategy, Regulation strategy 管制策略Control survey, Control surveying 控制测量Controlled Access Highway 出入管制公路Controller 控制器Controlling Load 控制轮重Convenience store 贩卖区Conventional Roundabout 传统圆环Conventional Simulcast Radio System 同频发射共波式无线电话系统Converted traffic 转乘交通量Convex Function 凸函数Convex Joint 凸接缝Conveyer 输送机Conviction 违规Convoy 车队Cooperative Planning 合作规划Coordinate scheduling 协调排班Coordinated control 连锁控制Coordinated Control Signal 连锁控制号志Capital Cost 公路资本Cordon Count 周界交通量调查;内圈交通量调查Cordon Line 区域线;周界线Corridor 交通通廊Corridor Control 通廊控制Cost of Service 服务成本Count-down pedestrian signal 行人倒数计时显示器Counter flow 对向车流Counter map 等量线图Counter Wall 等高线Country road 乡道Courier service 快递服务Covered Conduit 暗渠Covered Ditch 加盖暗沟Crack Spacing 裂纹间距Crash 冲撞;碰撞Crawling lane 爬坡道Creep 潜变Crest Vertical Curve 凸形竖曲线Crew scheduling 人员排程Crib retaining wall 框条式挡土墙Critical bottleneck 关键瓶颈Critical gap 临界间距Critical Length of Grade 披道临界长度Critical Path 要径Critical Path Method CPM 要径法Critical Point 临界点Critical rate of flow 临界流率Critical Slope 临界坡度Critical speed 临界速度Critical Zone 临界区Crop 露头Cross road 十字路口;交叉路;十字路Cross Section 断面;横断面;截面Cross Slope 横向坡度Cross walk 行人穿越道Crossing 穿越Crossing facility 穿越设施Crossing maneuver 交叉穿越运行Crossing point 交会点Crossing rate 穿越率Crosswalk Line 行人穿越道线Crowding 拥挤Crown 路拱;路冠Crown Ditch 坡顶截流沟Crown line 路拱线Crude Oil 原油Cruise control 自动控速Crusher 碎石机Cubic Parabola 二次拋物线Cul-De-Sac 死巷Culvert 涵洞;箱涵Curb 缘石;路边石;护角Curb Bus Lane 设于路缘之公车专用车道Curb ditch 路缘浅沟Curb inlet 路缘进水口;绿石进水口Curb Lane 缘侧车道;路缘车道Curb Line 路边线Curb Loading Zone 沿路载货区;路旁装卸地带Curb Marking 缘石标线Curb parking 路边停车(场)Curb ramp 缘石坡道Cure 养治Curing 湿治;养护Curing age 养护材龄Curing compound 养护剂Curing Room 养护室;保养室Current Traffic 当时交通量;现有交通量Curvature 曲度;曲率Curve 曲线;曲线板;弯道Curve Path 曲线路线Curve, Bend 弯道Curved Bridge 曲线桥Cushion material 缓冲材料Cushioning effect 缓冲效应Cut 挖方Cut and cover method 明挖覆盖法(隧道)Cut and Fill 挖填(动词);挖方和填方(名词)Cut-Back Asphalt 油溶沥青Cycle 周期Cycle Expansion/Contraction 周期增长缩短法Cycle slips 周波脱落Cycle Time 周期时间Cyclic scheduling 循环排班D aily Rainfall 日雨量Daily time pattern 每日时态Daily Traffic 日交通量Daily variation diagram 日变化图Datum 基面Datum mark 基准点Datum Level 基准面Datum Line 基准线;基准面Datum Place 基准面Day Light Signal 日光式号志;灯光式号志Day Work System 日工制;点工制Daylight illumination 日光照明Dense-Graded Asphalt Concrete DGAC 密级配沥青混凝土Debris 漂流物;碎片Debris flow 土石流Debris hazard 土石灾害Deceleration 减速度Deceleration force 减速力Deceleration lane 减速车道Decentralize, Multilevel Control System 分布式多层控制系统Decision sight distance 反应视距Deck 版Deck Floor 桥面Deck Truss 面层式Deep excavation 深开挖Deep well method 深井法Default 违约(动词)Default value 内设值Defective brake 煞车失灵Deflection 变位;挠度Deflection angle 倾斜角Deflection inclinometer 倾斜仪Deformation 变形Deformed Bar 竹节钢筋Deformed Plate 弯曲钣Deformed Plate Joint 曲板接缝Defrosting 解冻Degree of brightness 辉度水准;照度水准Degree of Compaction 压实度Degree of Congestion 拥塞度Degree of curvature 曲度Degree of loading 负荷度Degree of Saturation 饱和度Delay 延迟;迟延Delay duration 延滞持续时间Delay in queue 等候延滞Delay in system 系统延滞Delay model 延滞模式Delay rate, rate of delay 延滞率Delay study 延滞研究Delay timer 延滞定(对)时器Delineators 反光导标Delivery area 卸货区Delivery system 配送系统Delivery time 递送时间;送货时间Demand Curve 需求曲线Demand Response, Dial-a-Ride 拨召车辆Demand volume 需求流量Demand-Capacity Control 需求容量控制Demand-supply of parking spaces 停车空间的供需问题Demographic Data 人口资料Dense Grade Asphalt Concrete DGAC 密级配沥青混凝土Dense-Graded Aggregate 密级配粒料Density 密度Density of Traffic 交通密度;车流密度Density of volume 流量密度Department of Transportation DOT 运输部Departure Headway 纾解间距Departure rate 离开率Dependent signal control 相依号志控制Depot 检修处Depth Factor 深度因子Design Capacity 设计容量Design Controls and Criteria 设计控制与标准Design curve 设计曲线Design Designation 设计要件Design frequency 设计频率Design Hourly Volume DHV 设计小时交通量Design Lane 设计车道Design Level of Service 设计服务水准Design of Concrete Mix 混凝土配合设计Design Period 设计年限Design Period Adjustment 设计年限之校正系数Design rule 设计法则Design Speed 设计速率Design Structure Number 铺面设计结构数值Design Subgrade Strength 设计路基强度值Design Thickness 设计厚度Design Traffic Number 设计交通当量Design vehicle 设计(用)车辆;设计车型Design Wheel Load 设计轮重Design year 设计年Desire Line 旅次需求希望线;愿望线;期望路线Desire line chart 愿望线图Desire speed 愿望速率Desired Design Period 拟定之设计年限Destination 目的地Destination zone 讫点区Detector 侦测器Deterring semibarrier 制止作用的半高式栅栏Deterioration 变质;恶化Deterministic Delay 固定延滞Deterministic Model 定值模式Detour 便道Deviation 偏位Device 设备D-factor D-因素;方向因素Diagonal crosswalk lines 班马纹行人穿越道Diagonal Parking 斜式停车道Diagrammatic map 示意图Dial 标度盘;刻度盘Dial a ride 拨召服务Dial Gauge 测微表Dial-a-Ride, Demand Response 拨召车辆Diamond bit 钻石钻头Diamond Interchange 茭形交流道;钻石型交流道Diamond Lane 划钻石标记的车道(给高乘载车辆使用)Diamond or parallel ramp 钻石型或平行匝道Diaphragm wall 地下连续壁Diatom 道线Diesel Fuel 柴油Diffuse 扩散Digital image processing 数字影像处理Digital Map 数字地图Digital terrain model 数值地形模型Digital topographic map 数值地形图Dilemma zone 疑虑判断区;犹豫区间;两难Dining area 餐饮区Dip 倾斜Dip slope 顺向坡Direct bus 直达公车Direct connection 直接连结式Direct Illumination 直接照明Direct path 直接行径Direction Factor 方向系数Direction Line 指向线Directional Angles 方向角Directional Distribution 方向分布Directional Interchange 直接式交流道Directional island 导向槽化岛;导向岛Directional Sign 方向标志Directional With Loops 附有圈道之直接交叉型Disabled parking lots 残障停车位Disabled toilet 残障厕所Disabling Injury 残障性伤害Discharge 流量Discharge Area 流量面积Discharge Measurement 流量测量Discharge Rate 流出率Discomfort glare 不适眩光Dispatching 派车问题Dispatching efficiency 调度效率Dispatching of duty 勤务派遣Dispersed network equilibrium 分散路网均衡Dispersion 离差;离散Displacement 位移;变位Displacement Dial Indicator 位移测微表Display Panel 显示面版Disposal area 弃土区Distance 距离Distance based fare 里程费率Distance change 距离变化Distance error 距离误差Distance Post 里程标Distance test 距离测试Distance-Measuring Equipment DME 测距仪Distress severity 破坏严重程度Distress survey 损坏调查Distributed Control System 分布式控制系统Distribution 配销Distribution center 配运中心Distribution center, Goods distribution center 物流中心Distribution channel 流通通路District 小区District Engineer 工程处处长Disutility 负效用Ditch 边沟Ditching Machine 挖沟机Diverging 分流Diverging area 分流区;分流区域Diverging conflicts 分流冲突点Diverging point 分流点Diversion flow 分道车流Divided Highway 分隔式公路Divided Road 分隔式道路Dividing Strip 分隔带Divisional island 分向岛;分向槽化岛Divorce 分开Do not cross 禁止跨越Do not enter 车道禁止进入;不准进入;请勿进入Do not enter sign 禁行方向标志Document Type Definition 文件型态定义Domain Expert 领域专家Domestic 本土的;区域的Door to door service 及门服务;及户服务Dot marker 圆点标物Double decked bus 双层巴士Double Opening 双开孔Double parking 并排停车Double Y type 双Y式Double-deck ramp 双层匝道Double-decked Bus 双层公车Dowel Bar 缀缝筋;接缝钢筋(横向)Down Grade 下坡Down Slope 卸坡Downgrade Ramp 下坡匝道Downhill Grade 下坡Downstream 下游Downstream section 下游段;下流段Downtown street 闹市街道Dozer 推土机Dr. Sun Yat-Shen Highway, Sun Yat-Sen National Freeway 中山高速公路Drafting 绘制;绘图Drafting Room 制图室Draftsman 绘图员Dragline 扒土机Drain Ditch 排水沟Drain Pipe 排水管Drainage 排水Drainage pavement 排水性铺面Drainage Basin 流域Drainage Channel 排水渠Drainage Coefficient 排水系数Drainage Ditch 排水沟Drainage Facilities 排水设施Drainage Pavement 排水铺面Drainage Pipe 排水管Drainage System 雨水沟系Drawbar Pull 拉杆牵引力Drawing Interchange File 图形交换文件Drawings 图说Dredging 浚渫Driven pile 打击桩Driver 驾驶人Driver behavior model 驾驶者行为模式Driver behavior, Driving behavior 驾驶行为Driver characteristic 驾驶员特性Driver Expectancy 驾驶人期望Driver Information System 驾驶信息系统Driver Perception Reaction Distance 驾驶人反应距离Driver Reaction Time 驾驶人反应时间Driver training circuit 驾驶训练班Driver's License 汽车驾驶执照;汽车驾照Driver's vision 驾驶人视觉Driveway 私用进出车道Driving Behavior 驾驶行为Driving Cycle 行车型态Driving environment 驾驶环境Driving pattern 行车型态Driving power 行进动力Driving rod 传动轴Driving school 驾训班Driving school training vehicles 教练车Driving Simulator 驾驶仿真器Driving Skill 驾驶技能Driving test 路试;桩试Driving under the influence of alcohol 酒后驾驶Dropping Weights 落锤式夯压机Drum Mix Plant 鼓式拌合厂Drunk driving enforcement acts 酒醉驾驶取缔法Dual Left Turn 双向左转Dual mode bus 双用途公车Ductility 延展性Dumper 倾卸车Durability Test 施工测量Duration 持续期间;延时Duration curve 延时曲线Duration of lane change operation 变换车道作业的延时Dynamic characteristics 动态特性Dynamic Information Subsystem 动态信息次系统Dynamic route choice 动态路径选择Dynamic route guidance 动态路径导引Dynamic route switching 动态路径变换Dynamic Segmentation 动态分段Dynamic signal control 动态号志控制Dynamic system-optimum control model 动态系统最佳控制模式Dynamic timing computation 动态时制计算Dynamic traffic characteristic 动态交通特性Dynamic traffic signal control 动态交通号志控制系统E arly age strength of concrete 混凝土早期强度Early cut-off period 早闭(关)时段Earth Emba nkment 土堤Earth Excavation 挖土Earth Fill 填土Earth slide 地滑Earth structure 土工结构物Earth Wedge 土楔Earth Work 路基土石方Earthflow 泥流;土流Earthquake 地震Earthwork 土石方工程;土方Easement or Transition Curve 渐曲线East-West Expressway 东西向快速公路Ecolo gical Engineering Methods 生态工法Economic benefits analysis 经济效益分析Economical Haul 经济运距Economy on Quantity of Haul 经济运量Effect of depth 深度效应Effective contrast r atio 有效对照比Effective Diameter of Voids 有效孔隙粒径Effective Green Time 有效绿灯时间Eff ective Normal Stress 效正应力Effective red (green) time 有效红(绿)灯时间Effective Specific Gravity 有效比重Effective unit weight 有效单位重Effective width 有效路幅宽度Effectiveness 有效度Effluent 放流口;出流水Eighty-fifth Percentile Speed 85百分位速率Elastic Deformation 弹性变形Elastic equilibrium 弹性平衡Electric Lighting 照明Electric motorcycle 电动机车Electric p ublic bus 电动公共汽车Electric room 电气室Electrical contact 电动侦测器Electrically operated meter 电动运转表Electrodynamics Suspension EDS 电动悬浮Electromagnetic Suspension EM S 电磁悬浮Electromechanical 机电式Electronic decade meter 电子十进(分)位表Electronic dist ance measurement instrument 电子测距仪Electronic gate 电子门;电动门Electronic theodolites 电子经纬仪Electronic Toll Collection 电子收费Element 单元;元素;要素Elemental maneuver ar ea 基本运行区域Elemental weaving section 基本的交织段长度Elevated Highway 高架公路Eleva ted observer method 居高观测(察)法Elevated rail bridge 高架桥Elevation 标高;高程Elevatio n above mean sea-level 平均海水面Elevator 电梯Elimi nation of off-set leg 错开车道的消除Elongated area 延伸区域E-map of highway 公路电子地图Embankment 路堤Embedded Dept h 浸没深度Emer gency 急难;紧急事故Emer gency delivery 紧急输送Eme rgency Escap e Ramps 紧急出口匝道Emer gency evacuation 紧急疏散Emer gency Management Serv ices EMS 紧急事故处理服务Emer gency Notification 紧急事故通告Emer gency respo nse 紧急应变Emer gency road 紧急道路Emer gency service delivery 紧急运送服务Eme r gency telephone 紧急电话机Emer gency Vehicle Management 紧急救援车辆管理Emin ent Dom ain 地征收权Emotion or judgment 激发情绪或判断Employee 员工Employee buy-out 员工买断Employer 雇主Emulsified Asphalt 乳化沥肯Emulsified Asphalt slurry 乳化沥青砂浆Enabling act 权能附与方案Enabling law 权能附与法-令Encr oachm ent line 侵线End of Curve E.G. 曲线终点End-Area Method 平均底面积法Energy dis sipater 消能器Enfor cem ent 执法;执行Engine resist ance 引擎阻力Engineering 工程Engineering Economic An alysis 工程经济分析En-Route Driver Information 旅行中驾驶信息En-Route Transit Information 行程中大众运输信息Entity 实体Ent rance 入口Ent rance (entry), ingress 进口路段Ent rance cu rve 进口曲线段Ent rance Loss 入口损头Entr ance ramp 入口匝道Entr anc e-exit 出入口Entry der egulation 放宽进入管制Envelope of fa ilure 破坏包络线Environment factor 环境因素Environment Traffic Light 环境交通标志Environmental impact assessment 环境影响评估E nvironmental quality 环境品质Environmental quality standards 环境品质标准Environmental sensitive area 环境敏感地带(环境敏感区位)Environmental sound volume criteria 环境音量标准Epoxy Resin 环氧树脂Epoxy Adhesive 环氧胶Equilibrium network flow 均衡路网流量Equi pment Package 设备组合Equival ent detectablity 等量察觉性Equival ent Factor 当量因子Equiv al ent-injury-only EIO 受伤当量Equivale nt Single Axle Load ESAL 单轴载重当量数Equivalent Wheel Load EWL 轮荷重当量Erosion control 侵蚀控制Err or of Closure 闭合差Escalator 电扶梯Ethanol 酒精Euler Spiral 尢拉螺旋线Eutrophication 优养化Event Data Recorder EDR 事故资料纪录器Excavation 开挖;挖方;挖掘法Excavation Work 挖土工程Except buses 公车除外Excess capacity 超额容量Excess Fuel Consumption 超额燃油消耗Exclusive bike lane/Bikes o nly 脚踏车专用道Exclusive bus lane 公车专用道Exclusive Highway 专用公路Exclusive lane 专用车道Exclusive Motorcycle Lane 机车专用道Exclusive Right-of-Way 专用路权Exclusive Road 专用道路Exclusive telephone 专用电话机Exhi b it area 展示区Exit 出口Exit curve 出口曲线段Exit Lane 出口车道Exit Only Ticket 出站车票Exit Ramp Closure 出口匝道关闭Ex it Ramp Control 出口匝道控制Exit Ramp Metering 出口匝道仪控Exit Taxiway 出口滑行道Exit -ramp 出口匝道Expanded Average Daily Trucks 膨胀之平均每日货车交通量Expansion 扩展Exp ansion Cap 伸缩帽Expansion Factor 膨胀因素;扩展系数G lance value 瞥见距离之远近Glare 眩Glare control 眩光控制Glare recovery 眩光消除Glare recovery time 眩光消除时间Glare screen 防眩设施Glare shield 眩光遮蔽物Glare vision 眩光视觉Glass Funnel 玻璃漏斗Global Positioning System GPS 全球定位系统Global System for Mobile Communication GSM 泛欧式数字行动电话系统Goal 目标Goal Driven 目标驱动法Goods delivery problem 货物配送问题Gordon Ray 雷伊Government-owned Public Parking Facility 公有公共停车场Gradation Curve 级配曲线Grade 坡度;纵向坡度Grade Crossings 平面交叉Grade I Road 一级路面Grade Line 坡度线Grade resistance 坡度阻力Grade Separation 立体交叉Grade separation bridge 立体交叉桥(结构物)Grade Separation Structure 立体叉结构Graduated Rate 累计费率Grain size analysis 粒径分析Grants 政府奖助Granular Materials 粒状材料Graphical analysis 图解分析法Gravel 砾石Gravel Equivalent Factor 卵石当景因素Gravel Road 砾石路Gravity Model 重力模式Gravity Yard 重力调车场Green Arrow 箭头绿灯Green/cycle ratio G/C 绿灯时间与号志周期之比值Green Extension 绿灯延长时间Green Flashing 闪光绿灯Green wave signal design 绿波式号志设计Greenhouse effect 温室效应Groove Joint 槽形接缝Gross National Product GNP 全国总生产毛额Gross Vehicle Weight GVW 总重Ground 地;地面Ground control point 地面控制点Ground improvement 地盘改良Ground treatment 地基处理Groundwater level 地下水位Group 群组Grouting 灌浆Growth Factor 成长因素Guardrail 护栏Guidance 导引Guidance information 导引信息Guide 导引Guide line 导引线Guide Sign 指示标志Gully control 蚀沟控制Gussasphalt 高温沥青胶浆Gutters 水沟H alf-Integer Synchronization 半整数同步相位Hand in for Cancellation 缴销Hangar Marker 维护棚厂标记Hazard marker 危险标物Hazardous materials 危险物品Head (of water) 水头Head light 前灯;车前大灯Head On Collision 车头对撞Head Section 头区Head Sight Distance 车灯视矩Head Wall 端墙Header Board 横梁板Heading, Pilot tunnel 隧道导坑Headlight Sight Distance 车灯视距Head-on collision 对撞;正撞Headwater Depth 上水深Headway 时间车距;班距;行进间距(车距)Headway distribution 班距分布Headway Elasticity 班距弹性Headway, Period 班距Hearing 听力Heaving 隆起Heavy Commercial Vehicle Safety Management 重车安全管理Heavy Motorcycle 重型机踏车Heavy duty truck 重型卡车Heavy weight transportation management 大载重运输管理Heel of Switch 转辙轨跟端Heel Spread 跟端展距Height limit 高度限制Heuristic Approach 推理方法Hidden-Dip 躲坑High beam 远光灯High capacity buses 高容量巴士High Data Rate Digital Subscriber Line HDSL 高速数字用户回路High decked bus 高层巴士High oblique photography 平倾斜摄影High Occupancy Vehicle HOV 高乘载车辆High Occupancy Vehicle (HOV) Lane 高乘载车道High or direct gear 高速檔High Truss With Overhead Lateral Connections 高顶式High type 高级型High-mast Lighting 高杆多灯式照明设计High-Occupancy Vehicle Priority Control 高承载率车优先行驶控制High Speed Rail 高速铁路Highway 公路Highway (or street) lighting 公路(或街道)照明Highway Advisory Radio HAR 公路路况广播Highway aesthetics 公路美学Highway alignment design 公路线形设计Highway bridge 公路桥梁Highway Bus Carrier 公路汽车客运业Highway bus industry 公路客运业Highway Capacity Manual HCM 公路容量手册Highway Capacity 公路容量Highway construction 公路施工Highway Construction and Maintenance Cost 公路建设维护成本Highway database 公路数据库Highway Density 公路密度Highway embankment 公路路堤Highway engineering, Road engineering 公路工程Highway geometry, Highway routing 公路路线Highway Guardrail 公路护榈Highway information 公路资料Highway information system 公路信息系统Highway interchange area 交流道地区Highway Intersection 公路交叉Highway maintenance 公路维修与养护Highway passenger vehicle 公路客车Highway performance 公路绩效Highway Performance Monitoring System HPMS 公路绩效监测系统Highway planning 公路规划Highway ramp 公路匝道Highway Research Board (Renamed to be Research Board) HRB 美国公路研究委员会Highway service standard 公路服务水准Highway Supervision and Administration Statistics 公路监理统计Highway surveillance 公路调查Highway Transit 公路大众运输系统Highway Transportation Statistics 公路运输统计Highway transportation, Road transportation 公路运输Highway Travel Time Survey 公路行驶时间调查Highway Type 公路之型式Highway, Road 公路Hiking trail design 健行步道设计Hill land, Hill slope, Hillslope, Slope, Slope land, Slopeland, Sloping land Hinterland 腹地Histogram 直方统计图Hit-and-run driving 肇事逃逸;闯祸逃逸Holding Line Marker 等候线标记Home interview 家庭访问Home-Based Trip 旅次Hook-Headed Spike 钩头道钉Hopper 进料斗Horizontal Alignment 平面线形Horizontal angle of the cone of vision 水平视锥角Horizontal Clearance 侧向净宽Horizontal control surveys 平面控制测量Horizontal Curve 平曲线Horizontal drain pipe 水平排水管Horizontal Marking 横向标线Host 主机Hot-Mix Asphalt Mixture HMA 热拌沥青混凝土Hourly variation 时变化图Household trip 旅次Human characteristics 人类特性Human factor 人为因素;人事行为因素Hydroplaning, Aquaplaning 水滑作用Hydrophilic 亲水性Hydrophobic 厌水性I deal Condition 理想状况Illegal parking 违规停车Illumination 照明;明亮度;照度Illumination, Li ghting 照明Image 影像Image element, Picture element, Pixel 像素;像元;像点Image geometr y 影像几何Impact 冲击Impact energy 撞(冲)击能量Impact resistance 冲击阻力Improvement plans 改善计画Improving Highway Traffic Order and Safety Projects 道路交通秩序与交通安全改进方案In-Band-Adjacent-Channel IBAC 带内邻频In-Band-On-Channel IBOC 带内同频In Kind, M atch Fund 配合款Inbound 往内方向;进城;驶入Incident 事件Incident Management 事件管理In clinometer 倾斜仪Incremental Delay 渐增延滞Incremental launching method 节块推进工法Inde mnity of Damage 损害赔偿Intensity of Rainfall 雨量强度Index 指针Index system 索引系统Ind ex system, Indicator system 指针系统Indigenous 原著民的;本土性Indirect observation 间接观测Individual Communication Subsystem 个别通讯次系统Individual difference 个人禀性的差异Indiv idual spot 独立点Induced Coil 感应圈Inductive loop Detector 环路线圈侦测器Inductive Receiv er 感应收讯器Inertia resistance 惯性阻力Information center 服务台Information Flow 信息流Inf ormation Level 信息层Information Management Services IMS 信息管理服务Information sign 指示标志;信息标志Information Sign/Guide Sign 指示标志Infrared Beacon 红外线信号柱Infrastruct ure 内部结构;基础建设Initial Cost 初置成本Initial Daily Traffic 初期每日交通量Injury 伤害Injury rate 受伤率Inlet 集水口Inlet Control 进口控制Inlet Time 流入时间Inner lane 中心车道In-situ 现地Inspection of Vehicle 汽车检验Integrated Ramp Control 整体匝道控制Integrated Service D igital Network ISDN 整体服务数字网络Integrated Services on Lease 整合租用Intellection or ide ntification 运用智能;辨明Intelligent Transportation System ITS 智能型运输系统Intelligent vehicl e 智能车Intended Running Speed 期望行车速率Intensity 光度;光的强度Intensity and Duration of Rainfall 降雨时间与密度Intercepting Drain 截水管Interchange 交流道Interchangeability 相互交换性Intercity Bus 公路客运汽车Intercity bus industry 长途客运(业)Intercity highway passe nger transportation 城际公路客运Interconnectivity 相互连结性Interference 干扰绿灯带Interlockin。

交通工程课后题答案—TrafficEngineering

交通工程课后题答案—TrafficEngineering

L
1376 .87 ds
Sf 71.21 ft / s 48.44mi / h
t = 3.5s:
d r 308.70 ft
Sf 77.16 ft / s 52.49mi / h
t = 4.0s:
d r 352.80 ft
Sf 82.68 ft / s 56.24mi / h
t = 4.5s:
d r 396.90 ft
Sf 87.85 ft / s 59.76mi / h
tan 22.5
244.35 818.51 sin 8.6
462.21 ft
The distance between the origin and T.S. is : 1280 -Ts =1280 - 462.21 = 817.79 ft The station of T.S. is 800+17.79 The distance between the origin and S.C. is : 817.79 + Ls = 817.79 + 244.35 = 1062.14 ft
L.C. 2R sin
2 900 sin 26 789.07 ft
2
M R 1 cos 2
900 (1 cos26 ) 91.09 ft
E T sin
M 438.96 sin 26 91.09 101.34 ft
2
5729.58 5729.58
3-2.Answer: R
818.51 ft
D
7
The length of the spiral transition curve is :
allowable grade is 7%, the critical length of grade is seen to be approximately 610 ft.

sniffer数据包捕获

sniffer数据包捕获

实训报告一、sniffer的功能认知;1. 实时网络流量监控分析Sniffer Portable LAN能够对局域网网络流量进行实时监控和统计分析,对每个链路上的网络流量根据用户习惯,可以提供以表格或图形(条形图、饼状图和矩阵图等)方式显示的统计分析结果,内容包括:·网络总体流量实时监控统计:如当前和平均网络利用率、总的和当前的帧数、字节数、总网络节点数和激活的网络节点数、当前和总的平均帧长等。

·协议使用和分布统计:如协议类型、协议数量、协议的网络利用率、协议的字节数以及每种协议中各种不同类型的帧的数量等。

Sniffer包含通用的TCP和UDP网络应用协议如HTTP, Telnet, SNMP, FTP等。

同时,Sniffer 也具有特有的灵活性允许增加自定义的应用。

一旦应用协议加入Sniffer,针对应用的所有的监控、报警和报告便自动生效;·包尺寸分布统计:如某一帧长的帧所占百分比,某一帧长的帧数等。

·错误信息统计:如错误的CRC校验数、发生的碰撞数、错误帧数等;·主机流量实时监控统计:如进出每个网络节点的总字节数和数据包数、前x个最忙的网络节点等;话节点对等;·Sniffer还提供历史统计分析功能,可以使用户看到网络中一段时间内的流量运行状况,帮助用户更好的进行流量分析和监控。

2.应用响应时间监控和分析Sniffer 在监控网络流量和性能的同时,更加关注在网络应用的运行状况和性能管理,应用响应时间(ART)功能是Sniffer中重要的组成部分,不仅提供了对应用响应时间的实时监控,也提供对于应用响应时间的长期监控和分析能力。

首先ART监控功能提供了整体的应用性能响应时间,让用户以多种方式把握当前网络通讯中的各类应用响应时间的对比情况,如客户机/服务器响应时间、服务器响应时间,最快响应时间、最慢响应时间、平均响应时间和90%的请求的响应时间等。

英语中设计交通的知识点

英语中设计交通的知识点

英语中设计交通的知识点In English, there are several key terms and concepts related to designing traffic. These knowledge points play a crucial role in ensuring the safety and efficiency of transportation systems. This article will provide an overview of the important terms and concepts in English related to traffic design.1. Traffic EngineeringTraffic engineering is the branch of civil engineering that focuses on designing and managing transportation systems. It involves the analysis, planning, design, and operation of transportation facilities, such as roads, highways, and intersections.2. Traffic FlowTraffic flow refers to the movement of vehicles on a roadway network. It is a crucial factor in traffic design, as it affects the capacity, level of service, and overall efficiency of transportation systems. Understanding traffic flow patterns is essential for effective design and management.3. Capacity AnalysisCapacity analysis is the process of determining the maximum number of vehicles that can pass through a given roadway or intersection in a specific time period. It involves analyzing factors such as lane width, signal timing, and traffic volume to optimize the capacity of the transportation system.4. Level of Service (LOS)The level of service is a qualitative measure used to assess the quality of traffic flow on roads and intersections. It is typically classified from A (freeflow, low delay) to F (congested, high delay). Designing transportation systems to achieve desired levels of service is an important goal in traffic design.5. Traffic Control DevicesTraffic control devices are elements used to regulate, warn, and guide traffic. These include traffic signals, signs, markings, and barriers. Understanding the meaning and proper usage of these devices is crucial for effective traffic design and management.6. Intersection DesignIntersections are critical points in a roadway network where vehicles cross paths. Proper intersection design plays a significant role in ensuring safe and efficient traffic flow. Key factors in intersection design include lane configuration, signal timing, and geometric design.7. Traffic Calming MeasuresTraffic calming refers to various strategies and measures implemented to reduce vehicle speeds, improve safety, and enhance the quality of life in residential areas. Speed bumps, roundabouts, and traffic circles are examples of traffic calming measures.8. Pedestrian and Bicycle FacilitiesDesigning transportation systems that accommodate pedestrians and bicyclists is another important aspect of traffic design. Sidewalks, crosswalks, bike lanes, and shared-use paths are examples of facilities designed to enhance safety and accessibility for non-motorized users.9. Intelligent Transportation Systems (ITS)Intelligent Transportation Systems encompass advanced technologies used to improve transportation safety, efficiency, and sustainability. This includes systems such as traffic monitoring cameras, dynamic message signs, and adaptive signal control. Familiarity with ITS concepts is crucial for modern traffic design.10. Environmental ConsiderationsIn contemporary traffic design, environmental sustainability is a key consideration. Designers aim to minimize the environmental impact of transportation systems by promoting energy-efficient practices, reducing emissions, and supporting alternative modes of transportation.In conclusion, understanding the key terms and concepts related to designing traffic in English is crucial for effective traffic design and management. Traffic engineering, traffic flow, capacity analysis, level of service, traffic control devices, intersection design, traffic calming measures, pedestrian and bicycle facilities, intelligent transportation systems, and environmental considerations are all important knowledge points for traffic designers. By applying these principles appropriately, transportation systems can be designed to optimize safety, efficiency, and sustainability.。

Qos

Qos

QOS是什么默认分类2009-12-19 18:56:42 阅读611 评论0 字号:大中小订阅QoS(Quality of Service),中文名为"服务质量"。

它是指网络提供更高优先服务的一种能力,包括专用带宽、抖动控制和延迟(用于实时和交互式流量情形)、丢包率的改进以及不同WAN、LAN 和MAN 技术下的指定网络流量等,同时确保为每种流量提供的优先权不会阻碍其它流量的进程。

QoS是网络的一种安全机制, 是用来解决网络延迟和阻塞等问题的一种技术。

在正常情况下,如果网络只用于特定的无时间限制的应用系统,并不需要QoS,比如Web应用,或E-mail设置等。

但是对关键应用和多媒体应用就十分必要。

当网络过载或拥塞时,QoS 能确保重要业务量不受延迟或丢弃,同时保证网络的高效运行。

QOS的功能:QoS的英文全称为"Quality of Service",中文名为"服务质量"。

QoS是网络的一种安全机制, 是用来解决网络延迟和阻塞等问题的一种技术。

在正常情况下,如果网络只用于特定的无时间限制的应用系统,并不需要QoS,比如Web应用,或E-mail设置等。

但是对关键应用和多媒体应用就十分必要。

当网络过载或拥塞时,QoS 能确保重要业务量不受延迟或丢弃,同时保证网络的高效运行。

QoS具有如下功能:1.分类分类是指具有QoS的网络能够识别哪种应用产生哪种数据包。

没有分类,网络就不能确定对特殊数据包要进行的处理。

所有应用都会在数据包上留下可以用来识别源应用的标识。

分类就是检查这些标识,识别数据包是由哪个应用产生的。

以下是4种常见的分类方法。

(1)协议有些协议非常“健谈”,只要它们存在就会导致业务延迟,因此根据协议对数据包进行识别和优先级处理可以降低延迟。

应用可以通过它们的EtherType进行识别。

譬如,AppleTalk协议采用0x809B,IPX使用0x8137。

交通工程专业英语词汇表

交通工程专业英语词汇表

30th Highest Hourly Volume,30HV 第30最高小时交通量3-Leg Interchange 三路立体交叉3-Leg Intersection 三路交叉AA.M. Peak Period 早高峰Absolute speed limit 绝对速限Abutting property 邻街建筑物Acceleration Lane 加速车道Access 出入口Access Control 出入管制;进出管制Access ramp 出入引道Accessibility 可及性Accident 肇事;事故;意外事件Accident (Crash) Rate 事故率Accident (Crash) Severity 事故严重性Accident Analysis 事故分析;意外分析;肇事分析Accident Assessment 事故鉴定Accident Casualty 事故伤亡Accident Cause 事故原因Accident Characteristics 肇事特性Accident Hazardous Location 易肇祸路段Accident Investigation 事故调查Accident Prone Location 易肇事地点Accuracy 精度Actual travel time 实际行驶时间Adaptive route choice 适应性路线选择Advanced driver information system ADIS 先进驾驶员信息系统Advanced Traffic Management Services ATMS 先进交通管理服务Advanced Traveler Information Services ATIS 先进路人信息服务Advanced vehicle control system 先进车辆控制系统Aerial Map 航测图Aerial perspective 鸟噉图;空中透视Overload, Overloading 超载Air resistance 空气阻力Alignment Design 路线设计;定线设计Algorithm 运算法则All-day Service 全天候服务Alley 巷;道Allowable Bearing Capacity 容许承载量Allowable load 容许载重Alternate Method 替代方法Alternative(s) 替代(换)方案American Concrete Institute ACI 美国混凝土学会;美国混凝土研究会American Federal Highway Administration FHWA 美国联邦公路总署American Institute of Transportation Engineers ITE 美国交通工程师学会American Society of Civil Engineers ASCE 美国土木工程师协会Amplification effect放大效应Amplifier 扩大器Annual Average Daily Traffic, AADT 年平均日交通量Annual budget 年度预算Annual Traffic 年交通量Appropriate measures 适当防制措施Arc 弧线Arrival time 到达时间Arterial 主要干道Asphalt, Asphalt Cement, Asphalt Binder 沥青(美国用语);沥青胶泥At-Grade Intersection 平面交叉Advanced traffic management system ATMS 先进的交通管理系统;高等交通管理系统Automated toll system 自动化收费系统Automatic Cargo Identification, ACI 自动货物辨识Automatic Vehicle Classification, AVC 自动车辆分类Automatic Vehicle Identification, AVI 自动车辆辨识Automatic Vehicle Location, AVL 自动车辆定位Automatic Vehicle Monitoring, AVM 自动车辆监视Auxiliary Lanes 辅助车道Average Delay Time 平均延滞时间Average Waiting Time 平均等候时间BBalance Cut and Fill 均衡挖填Barrier, Noise barrier, Noise barrier wall 防音墙Birds' eye view 鸟噉图Blast 开炸Bleeding (沥青路面)泛油; (水泥混凝土表面)泛浆Blood alcohol concentration 血液中酒精浓度Bottleneck 瓶颈Bottleneck Road 瓶颈路段Brake failure, Defective brake 煞车失灵Brake light 煞车灯Brake Reaction time 煞车反应时间;制动反应时间Braking Distance 剎车视距(停车视距)Braking system 煞车系统Breakdowns 故障Breath alcohol concentration 呼气酒精含量Brick Pavement 砖铺路面;砖铺面Bridge 桥梁Bridge expansion joint 桥面伸缩缝Bridge inspection 桥梁检测Bridge Management System 桥梁管理系统Bridge span 桥跨Brightness contrast 辉度对照比Brittle fracture 碎裂Gravel Road 碎石路Broken Stone Surface 碎石路面Budget 预算经费Budgetary estimate 经费概算Buffer 缓冲剂;缓冲器Buffer distance 缓冲距离Buffer reach 缓冲段Buffer time 缓冲时间Buffer zone 缓冲带Building Code 建筑规则;建筑法规Bumper 保险杆Bus Exclusive Lane 公交专用道Bus operation 公交营运Bus Rapid Transit 公交捷运Bus route inquiring system 公交路线查询系统Bus scheduling 公交排班Bus station 公交停靠站Bus Terminal 公交终站;公交总站;公交场站Business District 商业区CCab, Taxi 出租车Capacitated freight distribution 零担货物运输Capacity analysis 容积分析Capacity and level of service analysis 容量与服务水准分析Capacity constraint, Capacity restriction 容量限制Capacity estimation 容量估计Capacity limitation 容量极限值Car accident, Traffic accident 交通事故Car detector, Vehicular detector 车辆侦测器Car following model 跟车模式;自动跟车系统Car navigation system 汽车导向系统Car Ownership 汽车持有;汽车持有权Car Pooling, Carpool 汽车共乘Carbon Dioxide CO2二氧化碳Casualty 伤亡Caution Light 警告灯Caution Sign 警告标;警告标志Caution Signal 注意信号;警告号志Concrete Pavement 混凝土路面Critical Speed 临界速率Census 普查Center Island 中央岛Centerline 中心线Central Business District CBD 中心商业区Charging system 收费系统Children-only Bus 幼童专用车Circulation 通风;交通Circumferential street (road) 外环(环状)道路City Rebuilding 都市重建Classification Count 分类调查Classification of road 道路分类Classification of Soil 土壤分类Clear distance 净距Clear height 净空高Clear Span 净跨距Climate Conditions 气候情况Close System Toll Station 封闭制收费站Closed Loop 封闭环路CO Detector 一氧化碳侦测器Code 规范;数值Coefficient of friction, Friction coefficient, Frictional coefficient 摩擦系数Collision Accident 碰撞事故Collision Warning Systems 碰撞预警系统Commercial Center 商业中心Commercial District 商业区Community Center 杜区中心Community Planning 社区规划Commuter 通勤者Commuter Rail, Commuter Train 通勤火车Commuting Distance 通勤距离Compatibility 兼容性Compensation 征收补偿Complex intersection 复合适交叉路口Composition of Traffic 交通组成Comprehensive Planning 综合性计划Compressibility of Soil 土壤压缩性Computer-Aided Dispatching System 计算机辅助派车系统Concave-convex 凹凸形Concrete barrier (New Jersey) 新泽西(混凝土)护栏Concrete pavement 混凝土铺面Conflicting point 冲突点Congestion degree 拥挤度Congestion pricing 拥挤定价Congestion Time 拥挤时间Congestion toll 拥挤费Construction Sign 施工标志Construction Specification 施工规范Construction/Maintenance Zone 施工维修区Contour Line 等高线Contour Map 等高线图Control of Access 出入管制Convex Function 凸函数Corridor 交通通廊Cost of Service 服务成本Count-down pedestrian signal 行人倒数计时显示器Counter flow 对向车流Country road 乡道Crash 冲撞;碰撞Critical Path 要径Critical Point 临界点Cross road 十字路口;交叉路;十字路Crown 路拱;路冠Crude Oil 原油Curb 缘石;路边石;护角Curve 曲线;曲线板;弯道Cushion material 缓冲材料Cushioning effect 缓冲效应DDaily Rainfall 日降水量Daily variation diagram 日变化图Deceleration 减速度Defective brake 煞车失灵Deformation 变形Defrosting 解冻Degree of Saturation 饱和度Delivery area 卸货区Delivery system 配送系统Delivery time 递送时间;送货时间Demand volume 需求流量Demand-Capacity Control 需求容量控制Demand-supply of parking spaces 停车空间的供需问题Demographic Data 人口资料Density of Traffic 交通密度;车流密度Design Capacity 设计容量Design curve 设计曲线Destination 目的地Destination zone 讫点区Detector 侦测器Deterioration 变质;恶化Diagonal crosswalk lines 班马纹行人穿越道Diesel Fuel 柴油Diffuse 扩散Digital image processing 数字影像处理Digital Map 数字地图Dining area 餐饮区Direction Factor 方向系数Disabled parking lots 残障停车位Dispatching efficiency 调度效率Distance 距离Distance-Measuring Equipment DME 测距仪Distribution center 配运中心Distribution center, Goods distribution center 物流中心Diverging area 分流区;分流区域Diverging point 分流点Dividing Strip 分隔带Domestic 本土的;区域的Door to door service 及门服务;及户服务Double decked bus 双层巴士Double-deck ramp 双层匝道Down Grade 下坡Downstream 下游Downtown street 闹市街道Dozer 推土机Drafting Room 制图室Drain Ditch 排水沟Drain Pipe 排水管Drainage Facilities 排水设施Driver behavior model 驾驶员行为模式Driver Information System 驾驶信息系统Driver Perception Reaction Distance 驾驶员反应距离Driver's License 汽车驾驶执照;汽车驾照Driving Simulator 驾驶仿真器Driving under the influence of alcohol 酒后驾驶Dynamic characteristics 动态特性Dynamic route choice 动态路径选择Dynamic system-optimum control model 动态系统最佳控制模式Dynamic traffic characteristic 动态交通特性Dynamic traffic signal control 动态交通号志控制系统EEarth Embankment 土堤Earth Excavation 挖土Earth Fill 填土Earthquake 地震East-West Expressway 东西向快速公路Economic benefits analysis 经济效益分析Elastic Deformation 弹性变形Elastic equilibrium 弹性平衡Electronic distance measurement instrument 电子测距仪Electronic gate 电子门;电动门Electronic Toll Collection 电子收费Elevated Highway 高架公路Elevation 标高;高程Elevator 电梯E-map of highway 公路电子地图Embankment 路堤Emergency delivery 紧急输送Emergency Escape Ramps 紧急出口匝道Emergency evacuation 紧急疏散Enforcement 执法,执行Engineering Economic Analysis 工程经济分析En-Route Driver Information 途中驾驶员信息En-Route Transit Information 途中运输信息Entrance (entry), ingress 进口路段Entrance exit 出入口Environment factor 环境因素Environmental impact assessment 环境影响评估Environmental sensitive area 环境敏感地带(环境敏感区位)Escalator 电扶梯Excavation Work 挖土工程Excess Fuel Consumption 超额燃油消耗Exclusive bike lane/Bikes only 脚踏车专用道Exclusive lane 专用车道Exit Ramp Closure 出口匝道关闭Exit Ramp Control 出口匝道控制Expansion Factor 膨胀因素;扩展系数Expansion Joint 伸,接缝Explosive 炸药Express slow traffic divider 快慢分隔岛Expressway 快速道路(进出管制或半进出管制)Glare control 眩光控制Glare screen 防眩设施Glare shield 眩光遮蔽物Global Positioning System GPS 全球定位系统Goods delivery problem 货物配送问题Grade 坡度;纵向坡度Graphical analysis 图解分析法Gravel Road 砾石路Gravity Model 重力模式Greenhouse effect 温室效应Guidance information 导引信息Guide Sign 指示标志HHazardous materials 危险物品Head light 前灯;车前大灯Head On Collision 车头对撞Heavy weight transportation management 大载重运输管理High beam 远光灯High capacity buses 高容量巴士High Occupancy Vehicle HOV 高乘载车辆High-Occupancy Vehicle Priority Control 高承载率车优先行驶控制High Speed Rail 高速铁路Highway aesthetics 公路美学Highway alignment design 公路线形设计Highway Construction and Maintenance Cost 公路建设维护成本Highway Supervision and Administration 公路监理Histogram 直方统计图Hit-and-run driving 肇事逃逸;闯祸逃逸Holding Line Marker 等候线标记Home interview 家庭访问Horizontal Clearance 侧向净宽Horizontal Curve 平曲线Hourly variation 时变化图Human characteristics 人类特性Human factor 人为因素;人事行为因素Hydrophilic 亲水性Hydrophobic 厌水性IIdeal Condition 理想状况Illegal parking 违规停车Impact 冲击Improving Highway Traffic Order and Safety Projects 道路交通秩序与交通安全改进方案Indemnity of Damage 损害赔偿Intensity of Rainfall 雨量强度Index system, Indicator system 指标体系Indirect observation 间接观测Individual difference 个人禀性的差异Infrastructure 内部结构;基础建设Inspection of Vehicle 汽车检验Intelligent Transportation System ITS 智能运输系统Intensity and Duration of Rainfall 降雨时间与密度Intercepting Drain 截水管Intercity bus industry 长途客运(业)Intersection design 交叉路口设计Interview technique 访问法;访谈法Intoxicated driving 酒后驾车JJoint Operation of Transport 联运Junction 路口LLag time 延迟时间Landscape design 景观设计Landslide/Slump 坍方Lane, traffic lane 车道Lane Width 车道宽度Latent travel demand 潜在旅次需求Lateral clearance 侧向净距Laws of randomness 随机定理Left turn lane 左转车道Left turn waiting zone 左转待转区Left turning vehicle 左转车辆Length of grade 坡长Level Crossing 平面交叉Level of Service 服务水准License Plate 汽车号牌License Suspension 吊扣驾照License Termination 吊销License Plate Recognition 车牌辨识Light Rail Rapid Transit LRRT 轻轨捷运Load limit 载重限制Loading & unloading zone 上下旅客区段或装卸货物区段Local Area Network, LAN 局域网络Logical Architecture 逻辑架构Long tunnel 长隧道Longitude 经度Longitudinal Drain 纵向排水Longitudinal Grade 纵坡度Long-Range Planning 长程规划Loop 环道(公路方面);回路(电路方面)Lost Time 损失时间MMacro or mass analysis 汇总分析;宏观分析Magnetic Levitation Maglev 磁浮运输系统Magnetic loop detector 磁圈侦测器Mainline 主线Management Information System MIS 管理信息系统Manual counts 人工调查法Marking 标线Maximum allowable gradient 最大容许坡度Maximum capacity 最大容量Maximum Density 最大密度Maximum Likelihood Function 最大概似法Maximum Peak Hour Volume 最尖峰小时交通量Measure of Effectiveness MOE 绩效评估指针Mechanical garage 机械式停车楼(间)Merge 合并;并流;进口匝道;并入Merging area 并流区域Merging point 并流点Metropolitan Planning Area 大都会规划区Minimum Grade 最小纵断坡度Minimum sight triangle 最小视界三角形Minimum turning radius 最小转弯半径Mixed flow 混合车队Mixed traffic 混合车队营运Mixed traffic flow 混合车流Monitoring 监测Monorail 单轨铁路Mortality 死亡数Motivation 动机Mountain road 山区道路Multilayer 多层Multileg Interchange 多路立体交叉Multileg Intersection 多路交叉NNational freeway 国道National System Architecture 国家级架构Natural ventilation 自然通风Navigation 引导;导航Net Weight 净重No left turn 不准左转;请勿左转No parking 禁止停车Noise barrier, Sound insulating wall 隔音墙Noise pollution 噪音污染Noise sensitive area 噪音敏感地区Nonhomogeneous flow 不同流向的车流;非均质车流Nonskid Surface Treatment 防滑处理Nonsynchronous controller 异步控制器Novelty 新奇性Number of Passengers 客运人数Number of Registered Vehicle 车辆登记数Nurture room 育婴室OOccupational Illness 职业病Off parking facilities, Off street parking garage 路外停车场Off Season 运输淡季Off street parking 路外停车One-way arterial street 单向主要干道One-way Street 单行道One-way Ticket 单程票Operating Cost 营运成本Operating Time 营运时间Optimal path 最佳路径Optimal spacing 最适间距Optimum asphalt content 最佳沥青含量Optimum Moisture Content 最佳含水量Ordinance 条例Origin and destination study 起讫点研究Outlet Control 出口控制Overall travel time 全程行驶时间Overburden 超载;覆盖Overloaded vehicle 超载车辆Overloading experiment 超载实验Overpass 天桥;高架道Ozone layer 臭氧层PParameter 参数Parcel distribution industry 包裹配送业Park and ride system 停车转乘系统Parking behavior 停车行为Parking capacity 停车容量Parking demand 停车需求Parking discount 停车折扣Parking facility 停车设施Parking Lot 停车场Parking prohibition 禁止路边停车Parking restriction 停车限制Parking supply 停车供给Passing Sight Distance 超车视距Patrolling 巡逻Pavement aging 铺面老化Pavement Condition 铺面状况Pavement Drainage 路面排水Pavement maintenance 铺面维护Pavement rehabilitation 铺面翻修Pavement roughness 铺面糙度Pavement strength 铺面强度Pavement-width transition marking 路宽渐变段标线Peak Season 运输旺季Pedestrian Crossing 行人穿越道线Pedestrian Signals 行人号志Pedestrian行人Pedestrian factor 行人因素Pedometer 步测计Perception distance 感识距离Perception Time 认识时间Performance 绩效;功能Permeability Coefficient 透水系数Permeability test 透水试验Photoelectric detector 光电侦测器Platform 平台Pore 孔隙Priority 优先权Private Vehicle 自用车辆Provincial Highway 省道QQualitative 定性Quantification 定量Queue Length 等候线长度Queuing time 等候时间Queuing model 等候模式RRadar meter, speed gun 雷达测速仪Radial street 辐射式道路Radius of curvature 曲率半径Rainfall Frequency 降雨频率Rainfall Intensity 降雨强度Ramp closure 匝道封闭Ramp control 匝道管制;匝道仪控Reaction time 反应时间Real-time 实时Real time scheduling 实时排程Real-time Traffic Information 实时交通信息Rear-end collision 尾撞Reasonable or prudent speed limit 合理速限Reckless driving 驾驶疏忽Reliability 可靠性Remote Area 偏远地区Residential District, Residential Area 住宅区Resistance Value, R-Value 阻力值;R-值Rest Area, Rest Site 休息区Restricted curb parking 规定时限的路边停车Retail district 零售区Reversible one-way street 调拨式(可变)单行道Revocation 注销驾照Ride sharing 车辆共乘Ride Sharing Program 车辆共乘计划Right of ingress or egress 进出权Road bed, Roadbed, Subgrade 路基Road capacity 道路容量Road closure 道路封闭Road construction 道路建设Road design 道路设计Road Functional Classification 道路功能分类Road geometric factor 道路几何因素Road improvement 道路改善Road landscape, Roadscape 道路景观Road maintenance 道路维护Road pricing 道路定价Road roughness 路面粗糙度Road safety, Traffic safety 道路安全Road surface thickness, Thickness of pavement 路面厚度Road survey 道路测量Road toll 道路收费Road widening 道路拓宽Roadside interview 路旁(边)访问调查Round Trip Ticket 来回票Route choice, Route selection 路线选择Route familiarity 路径熟悉度Route Guidance 路径导引SSafe-passing sight distance 安全超车视距Safe-stopping sight distance 安全停车视距Sample 试样Sample size 抽样大小Sampling 取样Saturation capacity 饱和容量Saturation flow 饱和流量Scale 尺度;比例尺Scanning 扫描Scheduled Service 定时服务班次Scheduled Signal Control 定时号志控制Scheduling 排班School Bus 校车Seat belt (座椅)安全带Semi-actuated signal 半触动号志Semi-actuated Signal Control 半感应号志控制Semicircular 半圆式Semidynamic route guidance 准动态路径导引Sensitivity Analysis 敏感度分析Sensitivity Parameter 敏感度参数Service Area 服务区Sharp Turn 急弯Shear force 剪力Shopping center 购物中心Shortest path 最短路径Shortest path algorithm 最短路径算则Short-Range Planning 短程规划Shoulder 路肩Sidewalk 人行道Sight Triangle 视线三角形Sign 标志Signal 信号;号志Signalized intersection 号志化路口Simulation 仿真Single Journey Ticket 单程票Slope stability analysis 边坡稳定分析Slump 坍方Smart Card 智能卡Soil Stability Analysis 土壤稳定分析Sound barriers 隔音墙Specifications 规范Speed, Velocity 速度Speeding 超速Stability 稳定性Stage construction 分期施工Standard deviation 标准差Static characteristics 静态特性Static Load 静止荷重Stochastic congested network 随机性拥挤路网Strictly Decrease Monotonically 严格单调递减Strictly Increase Monotonically 严格单调递增Subcenter 次中心Superelevation 超高Suspension Bridges 吊桥Suspension from toll 暂停收费Swampy Areas 沼泽区Swerve 偏离正常行车方向;逸出常轨Synchronization 同步Synchronized watch (timer) 同步定时器Synchronous controller 同步控制器System Architecture SA 系统架构TTerminal 场站Time limit 时间限制Time-and-space restriction 时间和空间限制Toll collection station, Toll gate, Toll plaza, Toll station 收费站Tolling equity 收费公平性Topographic maps 地形图Topographic surveys 地形测量Total deformation 总变形Track of vehicle 车辆轨迹Track width 轮距宽度;轨宽Tractive Force 牵引力Trade-off 取舍权衡Traffic Accident 交通事故Traffic accident investigation form 交通事故调查表Traffic administration 交通行政管理Traffic Assignment 交通量指派Traffic Composition 交通组成Traffic congestion, Traffic jam 交通壅塞Traffic control and management 交通控制与管理Traffic Control Center TCC 交通控制中心Traffic corridor 交通走廊Traffic count (survey) 交通量调查Traffic counting program 交通量调查计划Traffic data collection system 交通资料收集系统Traffic demand 交通需求Traffic Demand Management TDM 运输需求管理Traffic Density 车流密度Traffic engineering 交通工程Traffic equilibrium 交通均衡Traffic evacuation 交通疏散Traffic facility, Transportation facility 交通设施Traffic Flow 车流;交通流Traffic impact assessment, Traffic impact evaluation 交通冲击评估Traffic improvement 交通改善Traffic light, Traffic signal 交通号志Traffic Marker 标线Traffic Mitigation Measures 交通疏缓措施Traffic monitoring facility 交通侦测设备Traffic ordinance 交通条例Traffic regulation 交通规则;道路交通安全规则Traffic simulation 交通仿真Traffic Volume/Flow 交通量/流量Transfer station 转运站Transition 渐变段Travel time 行驶时间Traveler Services Information 路人服务信息Trip Generation 旅次发生Trip purpose 旅次目的Truck terminal 货车场站Tunnel 隧道Tunnel Entrance 隧道入口Tunnel excavation 隧道开挖Turning prohibition 禁止转弯运行Turning radius 转弯半径Two lanes 双车道UUnderground Water 地下水Unit price 单价Unrestricted curb parking 未加限制的路边停车Unsignalized intersection 非号志化路口Unstable flow 不稳定车流;不稳定流动状态Uphill way 上坡路段Upstream section 上游段;上流段Urban expressway 都巿快速道路Urban Planning 都市计划VVans 厢式车Vehicle classification 车种分类Vehicle tracing system, Vehicle tracking system 车辆追踪系统Ventilation shaft 通风竖井WWeaving length 交织长度Weaving section 交织区段Weight-in-Motion WIM 行进间测重;动态地磅ZZebra Lines 斑马线。

交通工程专业英语翻译14-23单元

交通工程专业英语翻译14-23单元

Unit 14Scheme layout 规划方案traffic schemes交通计划AONB(areas of outstanding natural beauty)著名的自然风景区SSSI(special scientific interest)特殊的科研用地listed buildings 受保护的建筑archaeological sites 考古遗址adherence to 忠诚,坚持turning characteristics 转向性能be recovered from 通过。

的补偿HGV重型货车kerb lines路缘石,路缘线swept paths 加宽车道DoT交通运输部rigid or articulated 刚性的或铰接的车front and rear overhang 前悬和后悬swept area 扫略面积on the major route 主路on the side road 支路channelised layout 渠化方案pelican crossings on the far side 在远处rural 乡下的generous 慷慨的,大方的,有雅量的constraint 约束,强制,局促conservatian 保存,保持,守恒collision 碰撞,冲突condition 条件,情形reroute 变更旅程characteristic 特有的,特征,特性predominate 掌握统治主要的突出口有力的private car 私人汽车manoeuvre 策略调动demountable 可卸下的street furniture 街道家具drawbar 列车间的挂钩wheelbase 轴距车轮接地面积crossroad 十字路十字路口歧途Traffic Planning Steps交通规划步骤(Data collection数据收集Forecasts预测Goal specification明确目标Preparation of alternative plans可选择计划的准备Testing检验Evaluation 评价Implementation实施)Levels(Policy planning政策规划Systems planning系统规划Preliminary engineering初步设施建造Engineering design 建造设计Planning for operations of existing systems or services现存系统运营的设计)Cost estimation 成本估算traffic flow simulation交通流模拟an action plan实施性规划quantitative data数据资料in the light of 按照,根据,当作stratification 层化成层阶层的形成assign 分配指派赋值quantitative 数量的量的transportation improvement 交通运输改善feedback 回授反馈反应deliberate 深思熟虑的故意的null 无效力的,无效的benchmark 基准legislature 立法机关takeover 接收接管transit system 运输系统Conrail 联合铁路公司corridor study 路廊环境研究,高速通道研究deregulation 违反规定Unit 16Four-step planning procedure四阶段规划法:trip generation 出行生成,trip distribution, 出行分布modal split,方式划分traffic assignment交通分配urban transportation planning 城市运输规划transportation facility 运输设施gap 间隙差距Trip rate出行率the target planning years目标规划年trip end 出行端点traffic zone交通小区car trips and public transport trips小汽车和公共交通出行gravity model重力模型centroids traffic zones交通小区形心all-or-nothing assignment 全有全无分配法capacity restrained assignment容量限制分配法multipath proportional assignment多路径概率分配法a measure ofLink impedance路径阻抗interlocking 联锁的favorable 赞成的Unit 17longitudinal spacing纵向间距level terrain 平原地形Rolling terrain丘陵区Mountainous terrain山岭区Crawl speed is the maximum sustained speed that heavy vehicles can maintain on an extended upgrade of a given percent 爬坡速度是重型车辆在一定比例的延长的爬坡段上的最大行驶速度signalization conditions信号控制条件signal phasing信号相位timing配时type of control 控制类型an evaluation of signal progression for each lane group每车道组的信号联动评价的全部规定saturation flow饱和流量saturation flow rate 饱和流率topography 地形学curb 路边account for 说明解决得分estimation 估计,预算,评价Unit 18fatalities.恶性事故motorcycle occupant摩托车成员vehicle-miles traveled车公里poorly timed signals配时不当House of Representatives' Subcommittee众议院Federal aid Highways hearings联邦政府助建公路Unit 19Biographical descriptors个人经历Chronic medical conditions长期医学状况Hearing听力Loss of limb 肢体残疾Vision视力face validity表面效度raw 擦伤处inadvertent 不注意的疏忽的illumination 照明阐明启发Unit 20One-way street单向交通industrial parks工业园区transition areas转向区域circuitous route迂回区域the one-way pair成对的单向街道central business districts 中心商业区residential lot 居民区Unit 21Junction types交叉口类型uncontrolled nonpriority junctions; 不受控制的非优先次序交叉口priority junctions; 优先次序交叉口roundabouts;环形交叉口traffic signals; 交通标志grade separations立体交叉)Traffic sign 交通标志Warning sign 警告标志Regulatory sign 禁止标志Directional informatory sign 方向指示标志other informatory sign 其他指示标志Carriageway narrowing车道狭窄limit capacity限制容量congestion charging拥挤收费innovation solutions革新方案pedestrian crossing人行横道traffic capacity of road道路交通通行能力highway networks 公路网Traffic Management 交通管理innovation solutions 革新方案signal-controlled 信号控制的traffic capacity of road 道路通行能力pedestrian crossing 人行横道Unit 22Traffic Surveillance交通监管field observations 实地观察Electronic surveillance.电子监管Closed-circuit television.闭路电视Aerial surveillance .无线电监管Emergency motorist call systems .驾驶员紧急呼救系统Citizen-band radio .城市广播Police and service patrols巡逻警察服务aerial surveillance 空中监测空中监视predetermined value 预先确定的值,事先规定的值Unit 23Be subject to受制于Parking surveys停车调查(Parking supply survey停车位供应调查Parking usage survey停车场使用情况调查Concentration survey)停车饱和度调查Durationsurvey持续时间调查Parker interview survey停车访问调查)On-and-off-street路边和路外停车trip destination出行终点the trip-maker出行生成者a closed circuit闭循环Unit 24Date to源于,追溯trade-offs交换,平衡positive guidance 正确引导root-mean-square 均方根Saturn 土星Pascal 帕斯卡filter 滤波器man-machine systems 人机系统交通工程专业英语翻译Unit 21 (文拿董德忠戚建国)Traffic Management交通管理Objectives目标Traffic management arose from the need to maximize the capacity of existing highway networks within finite budget and, therefore, with a minimum of new construction. Methods, which were often seen as a quick fix, required innovation solutions and new technical developments. Many of the techniques devised affected traditional highway engineering and launched imaginative and cost effective junction designs Introduction of signal-controlled pedestriancrossings not only improved the safety of pedestrians on busy roads but improved the traffic capacity of roads by not allowing pedestrians to dominate the crossing point.交通管理起源于这样一种需要,那就是在预算有限的情况下,以最少的新建工程项目,最大限度的提高现有道路网的通行能力。

土木工程英语必背重要词汇

土木工程英语必背重要词汇

土木工程专业裂缝宽度容许值: allowable value of crack width使最优化: optimized次最优化: suboptimization主梁截面: girder section主梁: girder|main beam|king post桥主梁: bridge girder单墩: single pier结构优化设计: optimal structure designing多跨连续梁: continuous beam on many supports裂缝crackcrevice刚构桥: rigid frame bridge刚度比: ratio of rigidity|stiffness ratio等截面粱: uniform beam|uniform cross-section beam 桥梁工程: bridgeworks|LUSAS FEA|Bridge Engineering桥梁工程师: Bridge SE预应力混凝土: prestressed concrete|prestre edconcrete 预应力混凝土梁: prestressed concrete beam预应力混凝土管: prestressed concrete pipe最小配筋率minimum steel ratio轴向拉力, 轴向拉伸: axial tension英语重点词汇承台: bearing platform|cushioncap|pile caps桩承台: pile cap|platformonpiles低桩承台: low pile cap拱桥: hump bridge|arch bridge|arched bridge强度: intensity|Strength|Density刚强度: stiffness|stiffne|westbank stiffness箍筋: stirrup|reinforcement stirrup|hooping预应力元件: prestressed element等效荷载: equivalent load等效荷载原理: principle of equivalent loads模型matrixmodelmouldpattern承载能力极限状态: ultimate limit states正常使用极限状态: serviceability limit state 弹性: elasticity|Flexibility|stretch平截面假定: plane cross-section assumption抗拉强度intensity of tensiontensile strength安全系数safety factor标准值: standard value,|reference value作用标准值: characteristic value of an action重力标准值: gravity standard设计值: design value|value|designed value作用设计值: design value of an action荷载设计值: design value of a load可靠度: Reliability|degree of reliability不可靠度: Unreliability高可靠度: High Reliability几何特征: geometrical characteristic塑性plastic natureplasticity应力图: stress diagram|stress pattern压应力: compressive stress|compression stress配筋率: reinforcement ratio纵向配筋率: longitudinal steel ratio有限元分析: FEA|finite element analysis (FEA)|ABAQUS有限元法: finite element method线性有限元法: Linear Finite Element Method裂缝控制: crack control控制裂缝钢筋: crack-control reinforcement应力集中: stress concentration主拉应力: principal tensile stress非线性nonlinearity非线性振动: nonlinear vibration弯矩: bending moment|flexural moment|kN-m弯矩图: bending moment diagram|moment curve弯矩中心: center of moments|momentcenter剪力: shearing force|shear force|shear剪力墙: shear wall|shearing wall|shear panel弹性模量elasticity modulus剪力图: shear diagram|shearing force diagram剪力和弯矩图: Shear and Moment Diagrams剪力墙结构: shear wall structure轴力: shaft force|axial force框架结构frame construction板单元: plate unit曲率curvature材料力学mechanics of materials结构力学: Structural Mechanics|theory of structures 弯曲刚度: bending stiffness|flexural rigidity截面弯曲刚度: flexural rigidity of section弯曲刚度,抗弯劲度: bending stiffness钢管混凝土结构: encased structures极限荷载: ultimate load极限荷载设计: limit load design|ultimate load design 板壳力学: Plate Mechanic主钢筋: main reinforcement|Main Reinforcing Steel 钢筋混凝土的主钢筋: main bar悬臂梁: cantilever beam|cantilever|outrigger悬链线: Catenary,|catenary wire|chainetteribbed stiffener加劲肋: stiffening rib|stiffener|ribbed stiffener短加劲肋: short stiffener支承加劲肋: bearing stiffener技术标准technology standard水文: Hydrology招标invite public bidding连续梁: continuous beam|through beam多跨连续梁: continuous beam on many supports wind resistance抗风: Withstand Wind |wind resistance基础的basal初步设计predesignpreliminary plan技术设计: technical design|technical project施工图设计: construction documents design基础foundationbasebasis 结构形式: Type of construction|form of structure屋顶结构形式: roof form地震earthquake地震活动: Seismic activity|seismic motion耐久性: durability|permanence|endurance耐久性试验: endurance test|life test|durability test短暂状况: transient situation偶然状况: accidental situation永久作用: permanent action永久作用标准值: characteristic value of permanent action可变作用: variable action可变作用标准值: characteristic value of variable action可变光阑作用: iris action偶然作用: accidental action作用效应偶然组合: accidental combination for action effects作用代表值: representative value of an action作用标准值: characteristic value of an action地震作用标准值: characteristic value of earthquake action可变作用标准值: characteristic value of variable action作用频遇值Frequent value of an action安全等级: safety class|Security Level|safeclass设计基准期: design reference period作用效应: effects of actions|effect of an action作用效应设计值Design value of an action effect分项系数: partial safety factor|partial factor作用分项系数: partial safety factor for action抗力分项系数: partial safety factor for resistance作用效应组合: combination for action effects结构重要性系数Coefficient for importance of a structure桥涵桥涵跟桥梁比较类似,主要区别在于:单孔跨径小于5m或多孔跨径之和小于8m的为桥涵,大于这个标准的为桥梁水力: hydraulic power|water power|water stress跨度span人行道sidewalk无压力: stress-free净高clear height矩形rectangle无铰拱: arch without articulation|fixed end arch荷载load荷载强度: loading intensity|loading inte ity荷载系数: load factor|loading coefficient桥头堡bridgeheadbridge tower美观pleasing to the eyebeautifulartistic经济的economicaloecumenicaleconomic适用be applicable防水waterproof剪切模量: shear modulus|rigidity modulus|GXY剪切强度: shear strength|shearing strength|Fe-Fe扭转剪切强度: torsional shear strength剪切破坏: shear failure|shear fracture|shear damage 纯剪切破坏: complete shear failure局部剪切破坏: local shear failure永久冻土: permafrost|perennial frost土的侧压力: earth lateral pressure收缩shrinkpull backcontract徐变: creep摩擦系数: coefficient of friction|friction factor风荷载: wind load|wind loading风荷载标准值: characteristi cvalue of windload 风荷载体型系数: shape factor of windload温度作用: temperature action支座: support|bearing|carrier 外支座: outer support|outersu ort代表值: central value|representative value结构自重: self-weightstructure|dead load最不利分布: Least favorable distribution,抗震antiknockquake-proofearthquake proofing constructionearthquake-resistanceearthquake proof钢结构steel structure钢结构设计: Design Of Steel Structure钢结构设计规范: Code for design of steel structures 混凝土结构设计规范: Code for design of concrete structures预应力混凝土结构设计软件: PREC温度梯度: temperature gradient|thermal gradient动力系数: dynamic coefficient制动力系数: Braking force coefficient动力学kineticsdynamicsdyn内摩擦角: angle of internal friction有效内摩擦角: effective angle of internal friction主效应main effect主效应: Main effect,主效应模型: Main effect model超静定的: hyperstatic超静定结构: statically indeterminate structure静定: statically determinate静定梁: statically determinate beam附属设备: accessories|accessory equipment稳定系数: coefficient of stabilizationearth pressure at rest静土压力: earthpressureatrest挡土墙retaining wallabamurus主动土压力: active earth pressure被动土压力: passive earth pressure土层soil horizon土层剖面: soil profile土层剖面特性: soil-profile characteristics密度densitythickness宽度width净距: clear distance|gabarit|Clearance钢筋强度标准值: characteristic value of strength of steel bar钢材强度标准值: characteristic value of strength of steel折减系数: reduction factor|discount coefficient强度折减系数: strength reduction factor线性linearity线性代数linear algebra位移displacement位移角: angle of displacement|angle of slip应变量: dependent variable|strain capacityuniform stress均布应力: uniform stress非均布应力: non-uniform stress均布荷载: uniformly distributed load集中荷载: concentrated load|point load可变集中荷载: variable concentrated load法向集中荷载: normal point load影响线: influence line反力影响线: influence line for reaction影响线方程: equation of the influence line车辆荷载: car load|vehicular load|traffic load计算跨径: calculated span重力加速度: acceleration of gravity膨胀系数: coefficient of expansion|expansivity术语termterminology恒载: dead load|deadloading|permanent load活载: live load楼面活载: floor live load概率分布: probability distribution 联合概率分布: Joint probability distribution,边缘概率分布: Marginal probability distribution,拱腹: soffit|intrados|arch soffit三铰拱: three hinged arch土木工程系: Department of Civil Engineering土木工程师协会: ICE土木工程师协会: Institute of Civil Engineers作用准永久值: quasi-permanentvalueofanaction 直径diameter验算: checking|check calculation验算公式: check formula变形验算: deformation analysis建筑材料tignum刚度rigidityseveritystiffness单元: cell|Unit|module节点node位移方程式: strain displacement equation三维three dimensional 3d插值: Interpolation|interpolate|Spline插值法: interpolation|method of interpolation轴对称axial symmetryrotational symetryaxisymmetric(al)应变矩阵strain matrix应变矩阵: strain matrix单元应变矩阵: element strain matrix应力应变矩阵: stress-strainmatrix阻尼矩阵: damping matrix|daraf|damped matrix 弹性系数矩阵: elastic coefficient matrix雅可比矩阵: Jacobi matrix|jacobian matrix刚度矩阵: stiffness matrix|rigidity matrix质量矩阵: mass matrix|ma matrix节点力: nodal forces等效节点力: equivalent nodal force节点荷载: joint load|nodal loads节点荷载: joint load|nodal loads一致节点荷载: consistent nodal load应力矩阵: stress matrix挠度: deflection|flexivity|flexure转角: corners|intersection angle|rotor angle单元刚度矩阵: element stiffness matrix边界条件: boundary condition|edge conditions疲劳强度: fatigue strength|endurance strength抗疲劳强度: fatigue resistance工程局: construction bureau沉井基础: open caisson foundation水泥cement水泥砂浆cement mortar石膏: Gypsum|plaster|Plaster of Paris简支梁: simply supported beam|simple beam简支梁桥: simple supported girder bridge平衡条件: equilibrium condition|balance condition约束条件: constraint condition|constraint数值解: numerical solution|arithmeticsolution力法: force method|brute force method位移法: displacement method|di lacement method力矩分配法: moment distribution method|moment diagram理论力学: Theoretical Mechanics弹性力学: Theory of Elastic Mechanics结构动力学: Structural Dynamics|Clough高等结构动力学: Advancd Dynamics of Structures测量学: surveying|metrology|geodesy道路工程: road works|highway construction铁路工程: railway engineering|rairoad engineering隧道: Tunnels|subway|underpass轨道: orbit|track|trajectory砂子: sand抗压强度pressive strength焊接技术: Welding Engineering Technology (WET)断裂力学: Fracture Mechanics|fracturing mechanics基础工程: foundation engineering|foundation works 地质学: geology|die Geologie, opl.|geognosy岩土力学: rock mechanics|rock-soil mechanics工程力学: engineering mechanics轴线axes拱脚: arch springing|abutment|spring木桥: timber bridge|wodden bridge|Woodbridge枕木sleeper crosstie残余应力: residual stress|remaining stress 复合应力: combined stress|compound stress初始应力: initial stress|primary stress屈服极限: yield limit|minimum yield|yield strength疲劳屈服极限: fatigue yield limit应力幅值: stress amplitude冲击韧性: impact toughness|Impelling strength反弯点: knick point|pointofcontraflexure桁架: truss|tru|Girder网架结构: space truss structure|grid structure锚孔: anchor eye大跨度: High-span柱: column|pillar|Clmn. Coloumn常微分方程: Ordinary Differentical Equations|ODE|ODEs增大系数: enhancementcoefficient浮桥flying bridge raft bridgepontoon bridge pontoonfloat bridge浮桥: pontoon bridge|pontoon|floating bridge轮渡: Ferry|Ferries|ferry boat钢桥: steel bridge立面图: elevation|elevation drawing|profile背立面图: back elevation平面图: plan|plan view|planar graph泥石流: debris flow|rollsteinfluten|mud-rock flow大型泥石流: macrosolifluction滑坡泥石流: landslide模板: template|die plate, front board|formwork沉降: settlement|sedimentation|subside沉降缝: settlement joint伸缩缝: expansion joint路灯street lamp排水系统: drainage system|sewerage system泄水管: drain pipe|Scupper Pipe|tap pipe土力学: soil mechanics|Bodenmechanik高等土力学: Advanced Soil Mechanics扩展(扩大)基础: spread foundation桩基础: pile foundation|pile footing|Pile砂桩基础: sand pile foundation群桩基础: multi-column pier foundation沉箱基础caisson foundation沉箱基础: caisson foundation|laying foundation管状沉箱基础: cylinder caisson foundation气压沉箱基础: pneumatic caisson foundation桩承台: pile cap|platformonpiles桩: pile|pile group|pale灌注桩: cast-in-place pile|cast in place管灌注桩: driven cast-in-place pile灌注混凝土基础: cast-in-place concrete foundation 承台结构: suspended deck structure工作机理working mechanism铆钉: rivet|rivet riv|clinch bolt卵石: cobble|gravel|pebble钢筋混凝土结构: reinforced concrete structure预应力混凝土结构: prestressed concrete structure软化: softening|mollification|malacia强化: reinforcement|consolidate|intensification固体力学: solid mechanics|механика твердого тела 虚功原理: principle of virtual work偏心距: eccentricity|throw of eccentric偏心距增大系数: amplified coefficient of eccentricity 强度准则: strength criterion变形: Deformation|Transforms|deform工程建设: engineering construction石油工程建设: Petroleum Engineering Construction 偏心受压: eccentric compression偏心受压构件: eccentric compression member弹性支承: elastomeric bearing|yielding support temperature load温度荷载: temperature load施工控制: construction control经纬仪theodolite transit instrument夹具jig tongs clamp切线: tangent|Tangent line,|tangential line水平角: horizontal angle|inclination高程index elevation height altitude沼泽marsh swamp glade水准仪water level公寓apartment砂浆mortar sand pulp骨料skeletal material aggregate骨料级配: aggregate grading|aggregate gradation碱性的: alkalic|basic|alkalescent耐碱性的: alkali-proof风洞试验: wind tunnel test先张法: pre-tensioning|pretensioning method配合比设计: mix design|design of mix proportion 和易性: workability渗透性osmosis penetrability水泥浆: grout|cement slurry|cement paste对称的symmetrical symmetric(al)扭转reverseturn around (an undesirable situation)扭转应力: torsion stress|warping stress容许扭转应力: allowable twisting stress扭转角: angle of torsion|angle of twist夯实回填土: tamped backfill|tamped/compacted backfill圆锥贯入仪: cone penetrometer水化(作用): hydration水化热: heat of hydration|heat of hydratation振捣器: vibrating tamper|vibrorammer|vibrator板振捣器: slab vibrator破裂fracture burst结合力: binding force|Adhesion|cohesion碎石gravel gravely脆性brittleness脆性材料: brittleness material|brittle material脆性破坏: brittle failure|brittle fracture素混凝土: plain concrete素混凝土结构: plain concrete construction含水量liquid water content钢筋: Reinforcement|bar tendon主钢筋: main reinforcement|Main Reinforcing Steel钢筋条: reinforcement bar|steel bar极限抗拉应力: ultimate tensile strength极限抗拉强度: ultimate tensile strength|UTS混凝土板: concrete slab预制混凝土板: precast concrete plank锚固: anchoring|anchorage|Anchor锚具: anchorage|anchorage device|ground tackle削弱weaken埋置: embedding|elutriator|imbedment预应力钢筋: prestressed reinforcement回弹: resilience|spring back|rebound有说服力的: persuasive|convincing|convictive形心centre of figurecentre of formcentroid重心center of gravity(n) core; main part惯性矩: moment of inertia极惯性矩: polar moment of inertia质心centroid center of mass回转半径: radius of gyration|turning radius容许应力: allowable stress|permissible stress排架: shelving|bent frame|bent桩排架: pile bent纵梁longeron carling横梁: beam|cross beam|transverse beam缆索cable thick rope阻尼damping刚架: rigid frame|frame|stiffframe缀板batten plate缀板: batten plate|stay plate|batte latebatten plate缀板: batten plate|stay plate|batte late上部缀板: upper stay plate推力: thrust|Push|Push Power槽钢channel steel特征值: Eigenvalue,|characteristic value冷拔钢丝: cold drawn wire自振频率: natural frequency of vibration自振周期: natural period of vibration土壤加固工程: soil stabilization works结构加固工程: structural fortification应力分析: stress analysis|stress distribution结构分析: structural analysis|ETABS NL结构稳定性: structural stability结构工程: Structural Engineering|structural works 认可标准: recognized standard|approved standard 官方认可标准: officially recognized standard,再循环: recycle|recirculation|recycling快硬水泥: rapid hardening cement|ferrocrete曲率半径: radius of curvature|curve radius|ρ刚性系数: coefficient of rigidity乡郊地区: rural area饱和saturation饱和密度: saturated density|Saturation density脚手架staging scaffold falsework立体剖面图: sectional axonometric drawing结构控制: structural control收缩量: Shrinkage|amount of shrinkage间距space between 钢管steel tube工字钢桩: steel H pile钢绞线: Steel Strand|Steel Stranded Wire|strand群震: swarm earthquake系统误差: systematic error|fixed error|system error最大剪应力: maximum shear|maximum shearing stress最大剪应变: maximum shear strain千斤顶: jack|lifting jack|Wheeljack地震系数: seismic coefficient|seismic factor。

交通工程专业英语

交通工程专业英语

Unit3I ntroductionTransport telematics, also known as intelligent transport systems (ITS), are concerned with the application of electronic information and control to improve transport. Some new systems have already been implemented and the pace of implementation can be expected to quicken. With a crystal ball, we can foresee how a typical journey to work may look in 10 years time.Before leaving home, you check your travel arrangements over tile internet. Often you choose to travel by public transport and you can identify travel times and any interruptions affecting the service. On this occasion, you choose to travel by car as you have an appointment later in the day at one of those oldfashioned business parks that are inaccessible by public transport. There are no incidents recorded on your normal route to work so you do not bother to use your computer route model to select an optimum route for you.Once in your car, you head for the motorway and select the cruise control, lane support and collision avoidance system, allowing you to concentrate on your favorite radio service. Suddenly, this is intelrupted by the radio traffic-message channel service giving you information about an incident on your route. You are not surprised when, at the next junction, the roadside variable message sign (VMS) corffirms this; motorway messages really are believable now!You feel pleased with yourself that you have preceded your in-car navigation system with the coordinates of your final destination, and soon you are obtaining instructions on your best route with information updated from the local travel control center.As you near your place of work, you are aware of roadside messages informing you of the next park and ride service. You choose to ignore these as you will need to make a quick getaway for your appointment. You then check that your travel card is clearly displayed inside the car; you don't want to be fined for not having a positive credit for the city's road pricing and parking service! The same card gives you clearance to your parking space; you activate your parking vision and collision control just to be sure of not scratching the MD' s car next to you.Using transport telematicsAll these information and control services, and many more besides, are discussed in the UK Government' s eonsuhation document. One way of categorising these services is into the following application areas: (1)traffic management and control(2)tolling and road pricing(3)road safety and law eifforeement(4)public transport travel information and ticketing(5)driver information and guidance(6)freight and fleet management(7)vehicle safety(8)system integrationAll these applications are being developed with assistance from research and pilot implementation programmnes in Europe, USA and Japan.Traffic management and controlAny traffic management and control system needs information on traffic flows, speeds, queues, inci-dents (accidents, vehicle breakdowns, obstructions) air quality and vehicle types, lengths and weights.This information will be collected using infrared, radio, loop, radar, and microwave or vision detectors.In addition, public and private organizations will provide information on planned events (roadworks, leisure events, exhibitions).The use to which this information is put depends on the objectives set for management and control.Network management objectives set for urban areas include: (1)influencing traveller behaviour, in particular modal choice, route choice and the time at which journeys are made.(2)reducing the impact of traffic on air quality.(3)improving priority for buses and LRT vehicles.(4)providing better and safer facilities for pedestrians, cyclists and other vulnerable road users.(5)restraining traffic in sensitive areas.(6)managing demand and congestion more efficiently.The software systems used will include control applications such as SCOOT, SCATS, SPOT and MOTION. These are responsive systems, which control a network of traffic signals to meet these objectives. Automatic vehicle location and identification will provide information for giving priority or allowing access to certain vehicles only.Interurban network management systems will have similar objectives but will make greater use of access control by ramp metering and other means, and of speed control and high-occupancy vehicle lane management. Regional traffic control centers will advise motorist of incidents and alternative routes by VMS and by RDS-TMC, a signal FM radio service broadcasting localized traffic messages and advice to drivers.Tolling and road pricingInterurban motorway tolling and urban road pricing provide another approach to meeting network management objectives while obtaining additional revenue that can be invested in transport. Singapore's electronic zone pricing, the TOLLSTAR electronic toll collection andADEPT automatic debiting smart cards are examples of such applications. These systems rely on microwave or radio communication to anin-vehicle transponder in a smart card with detection of vehicle licence plates using image processing for enforcement purposes.Public transport travel information and ticketingTravel information is needed by passengers at home or office and also during their journey. London Transport's ROUTES computer-based service offers routing, timetable and fares information on all public transport services in London through public inquiry terminals.Real-time travel information is provided in London by the COUNTDOWN system which is being expanded to cover 4000 bus stops. A similar system called STOPWATCH is available in Southampton as part of the ROMANSE project and is based on Peek' s Bus Tracker system which can detect buses using either radio beacons or GPS (Global Positioning System) which uses satellites to identify locations.ROMANSE also includes TRIP lanner interactive enquiry terminals with touch screens providing travel information.Problems with tickets for through journeys can be a deterrent for travelers choosing public transport.Smartcard stored-value tickets can provide a single ticket for car parking and all legs of a journey served by different operators.Driver information and guidanceDriver information systems include the RDS-TMC radio data system-traffic message ehannel, initially trialled between London and Paris in the PLEIADES project and elsewhere in Europe in similar EC-funded projects. There is also the Traffic master service which uses infrared monitors to identify congestion and an in-car visual map-based screen to inform drivers of congestion.Driver guidance systems aim to take this a step further by informing drivers of their route and giving guidance on navigation. Communication between the control center and the vehicle can be by roadside beacon or by digital cellular radio networks based on GSM (global system of mobile communications) as in SOCRATES. Commercial products include Daimler Benz's copilot dynamic route guidance system trialled in Berlin and Stuttgart and Philip's Car Systems CARIN. Similar products, such as the VICS advanced mobile information service, are commonly available in Japan.翻译:介绍交通通讯,也被称为智能交通系统(它的),与应用电子信息和控制,提高运输。

PTN技术原理介绍

PTN技术原理介绍
接入层:主要采用622M/155M的SDH和MSTP设备,辅以微波、3.5G或其他无 线接入技术 主要组环网,根据接入光缆路由也可采用星型、树型或链型结构
7
光通信专家
业务IP化、传送分组化
业务IP化,光网络承载主体分组化
光网络面临全面转型!
光网络的数据流量增长迅猛,并占据主导,各种业务都向IP化发 展,新型业务也都是建立在IP基础上的
OTH发展 (ODUk调度)
分组化
PTN发展 (MPLS-TP等 技术)
接入网(EPON)
15
光通信专家
PTN内涵
PTN: Packet Transport Network,分组传送网。 可以理解为分组化MSTP,内核分组化、继承MSTP的全部优点: • 灵活的组网调度 • 链形、星型、环型、Mesh • 无阻交叉 • 以分组为主的多业务传送 • 具备SLA的分组传送能力:FE、GE、10GE • TDM:E1、STM-N • 电信级安全 • 网络保护倒换:小于50ms;Mesh恢复:ms级 • 关键部件:1+1冗余
语 音 业务驱动 业 务

业 务

4
光通信专家
宽带业务需求驱动
移动业务 无线回传 3G和远端无线接入 WiFi接入传送 下一代数据业务 高清照片 无线视频 游戏 数字手机电视 集团业务 家庭业务
商业用户间千兆连接 灾备冗余恢复
IPTV的业务 超过100个电视频道
MPLS
MPLS 控制信令,包括RSVP/LDP 和 OSPF 等 单向 支持 可以降低边缘设备的复杂度 支持 相同目的地址的流量可以使用相同的 标签,增加了网络的可扩展性 支持 一条LSP 中,流量可以分担到多个等 价的网络路径中转发

《交通工程专业英语》——浅谈城市轨道交通(英文版)

《交通工程专业英语》——浅谈城市轨道交通(英文版)

Urban Rail TransitAbstract: With the acceleration of urbanization and motorization,traffic congestion is rapidly becoming one of the important problems that constraint the development of urban city. On the basis of the current situation of urban transport systems, the paper aims at explaining the characteristics of rail transportation and discussing the great advantages that it has brought to urban construction on the aspects of environmental protection, efficiency, safety and so on .Keywords:Rail Transportation Metro Light Rail Sustainable DevelopmentThe development of modern urban transport has promoted large improvement of social productivity to meet the growing consumer demand for transport, and to boost the city's prosperity to mankind,thus has brought great wealth。

But road congestion,accidents, air and noise pollution,energy shortages and other issues come accordingly。

交通工程专业英语英译汉

交通工程专业英语英译汉

交通工程专业英语英译汉With the rapid development of transportation engineering, the demand for English-to-Chinese translation in this field has been increasing. This article aims to explore the challenges and opportunities of translating traffic engineering terminology and texts from English to Chinese.**Challenges in Translating Traffic Engineering Terminology**Traffic engineering, being a highly specialized field, possesses a unique vocabulary that often requires a deep understanding of both the source and target languages. For instance, terms such as "traffic flow," "intersection design," and "traffic control systems" must be translated accurately to convey their specific meanings within the context of traffic engineering. Additionally, the use of technical jargon and abbreviations adds further complexity to the translation process.Moreover, cultural differences can pose challenges in translating traffic engineering terms. Concepts that arefamiliar in one culture may not have direct equivalents in another, requiring translators to find creative solutions that maintain the original meaning while adapting to the target culture's context.**Opportunities in Translating Traffic Engineering Texts**Despite the challenges, there are also numerous opportunities in translating traffic engineering texts. Firstly, with the globalization of the transportation industry, there is a growing need for cross-cultural communication. This creates opportunities for translators who are proficient in both English and Chinese to bridge the language gap and facilitate the exchange of ideas and knowledge.Secondly, the advancement of technology has brought about new translation tools and platforms that greatly improve translation efficiency and quality. These tools, such as machine translation and online dictionaries, provide translators with convenient resources to lookup unfamiliar terms and phrases, enabling them to work more efficiently and accurately.Lastly, the increasing demand for traffic engineering expertise in China presents an opportunity for translators to specialize in this field. By specializing in traffic engineering translation, translators can build a reputation and expertise in this area, opening up more translation opportunities and potentially higher compensation.**Conclusion**In conclusion, while translating traffic engineering terminology and texts from English to Chinese can be challenging, it also offers numerous opportunities for translators. By overcoming the linguistic and cultural barriers, translators can play a crucial role in promoting the development of the transportation industry both domestically and internationally.**交通工程专业英语英译汉的挑战与机遇**随着交通工程的快速发展,该领域的英汉翻译需求不断增加。

铁路网络阻塞问题优化建模——流量路由问题说明书

铁路网络阻塞问题优化建模——流量路由问题说明书

5th International Conference on Civil Engineering and Transportation (ICCET 2015)Railway Network Blocking Problem: An Optimization ModelingFormulation about Flow Routing ProblemHongpeng Ma1, a, Yixiang Yue2, b* and Congli Hao3, c1 School of Traffic and Transportation, Beijing Jiaotong University, Beijing 100044, China2 School of Traffic and Transportation, Beijing Jiaotong University, Beijing 100044, China3 School of Traffic and Transportation, Beijing Jiaotong University, Beijing 100044, Chinaa*****************.cn,b********************,c*****************.cn Keywords: Railroad; Road Network; Blocking Problem; OptimizationAbstract:In this paper, we mainly study on modeling formulation for railway network blocking problem. We propose model formulation for RBP. The objective function of RBP model is to minimize the costs of flow traveling and delay for the train in marshalling station, by deciding which block is built and specifying the assignment of commodities to these blocks, while observing limits on the reclassification capacity at each terminal. The model is solved using GAMS. The model is tested on a real-world railway network located in North of China, the computation results show that the model have the potential to apply and can yield the dramatic railroad’s operating costs saving. IntroductionThe Railway Blocking Problem (RBP) determines how to aggregate a large number of shipments into blocks of shipments as they travel from origins to destinations [1]. In other words, RBP determines which blocks should be built at each yard and what shipments should be placed in the block.Mathematically, RBP is a multi-commodity-flow, network-design, and routing problem. To solve RBP, we need to design the underlying blocking network and to route different commodities on the blocking network to minimize the transportation costs [2]. In RBP, each train will be assigned to a direct block, whose OD is the same as that of the shipment, to avoid unnecessary marshalling and delays. So there are some directed arcs between two terminals that are not necessarily connected by a physical link. However, blocking capacity at each yard, determined by available yard resources (hump yard equipment and shunting yard equipment), limits the maximum number of blocks and maximum car volume that each yard can handle, preventing railroads from assigning direct blocks for all trains. So aiming at delivering the flow with the fewest possible classifications, railroads develop RBP determining which blocks should be built at each yard and what shipments should be placed in each block [3, 4, 5, 6].RBP is one of the most important decision in freight railroads. A good solution of RBP can save railway operation costs of delivering all commodities. And these costs are usually broken down into car-handling costs associated with handling (or blocking) a car and car-miles costs associated with the movement of a car.There are some study about blocking problem of single railway line, Xu [7] proposed a 0-1 programming with the target of minimum balanced using of adaptation capacity and hour of freight train in marshalling station. And Yang [8] proposed 0-1 linear programming model and 0-1 quadratic program model.Compared with single railway line, the reality railroad network is much complicated. For example, number of transport plan about blocking problem in single line railroad is 1048576, but in railway network, the number may be million, even billion. So for complicated railroad network blocking problem, there are very few study in the field. Li [9] proposed Chance Constrained Programming with considering flow, assembly time and volatility of vehicle adaptation extra time consuming. Newton [10] and Newton et al. [11] modeled the blocking problem as a network-design model and formulated it as a MIP. Bodin [12] established Nonlinear Mixed Integer Programming model with the target ofminimum total cost of adaptation and transport, and proposed heuristic decomposition method. Yaghini [13] and Yue [14] proposed Ant Colony Optimization Algorithm to solve the railroad blocking problem.Their approaches focus on determining a near-optimal solution. However, many models only solve blocking problem of single railway network, such as 0-1 linear programming model. And the approaches for RBP can’t guarantee to get optimal solution in any case without considering factors, such as, empty car, flow pathway and service level. So it is very necessary to develop optimization modeling formulation of RBP. Model and Solution MethodNotation. i, j, n, k, q is macroscopic node index. And i, j, n correspond to physical marshalling station in a railway network. k is origin station of commodity and q is destination station of commodity in a railway network. ,i j c is flow transport cost between each pair OD(from station i to station j ), is proportional to mileage between the pair OD. ,i j c can be calculated by any empirical formula according to statistical curve fitting. Conversion coefficient that changing car-hour delay to cost is p, and the value of p is 80 in this study. ,i j m is accumulation delay when the directed block to station j is built in station i . The empirical formulation is shown as equation (1).,,i j i i j m s α=⨯ (1) Where i αis accumulation parameter of marshalling station i , it is a constant derived from statistical analysis by many years record data. ,i j s is number of cars for one train from station i to station j . i t is the save time of car passing station i without reclassification. ,i j u is re-classification capacity from station i to direction j . ,k q d is demand from station k to station q . M is a large number. ,i j b is directed-block index as equation (2).,there is directed block from station to statio 1,0otherwisen i j i j b i j ⎧=∀⎨⎩ (2)There are two decision variables: ,,,i j k q x and ,i j y . ,,,i j k q x is volume from station k to station q shipped using train from station i to station j . ,i j y is 0-1 binary variables as equation (3). ,there is train from station to station 1,0otherwisei j i j j y i ⎧=∀⎨⎩ (3)Formulation of RBP Model. The objective function of RBP model is to minimize the costs of flow traveling and delay for the train in marshalling stations, by deciding which block is built and specifying the assignment of commodities to these blocks, while observing limits on reclassification capacity at each terminal.The formulation of RBP is as follow.,,,,,,,,,,,,,,,,[()]i j k q i j i j i j i j j i j k q k j i j k qi jji k qkz min x c p m y b t x d =⨯+⨯⨯⨯+⨯-∑∑∑∑∑∑ (4)Subject to,,,,,,,i j k q k j j ki qx d u j k -≤∀∑ (5),,,,,,i j k qk qjxd i k q i k =∀=∑, (6),,,,,,,i j k qk qixd j k q j q =∀=∑ (7),,,,,,0,,,,i j k qn i k q jnxx i k q i q i k -=∀≠≠∑∑ (8),,,,,,,i j k q i jx My i j k q ≤∀ (9),,,0,,,i j k q x i j k q ≥∀ (10)The objective function of RBP model is to minimize the total cost consists of flow transport cost in railroad and delay in marshalling station. Constraint (5) is the hard constraint of reclassification capacity of the number of blocking cars satisfied reclassification capacity in every marshalling station. Constraint (6)、(7) and (8) is flow balance constraint. Constraint (9) ensures that if there is no train from station i to station j , volume from station k to station q shipped by train from station i to station j must be zero, which means if ,=0i j y , there is that ,,,=0i j k q x . Real World Case StudyRailway Network. Based on eight marshalling stations, the railroad network of North China is constructed to calculate as in Fig. 1. All intermediate stations isn’t shown in Fig. 1.Fig. 1.Case of railroad networkThe real world data collected is shown in Table 1, Table 2, Table 3 and Table 4. Station 2 is the center of railway network with five convergence directions, so accumulation delay of station 2 is detailed in Table 2.arrival leave 1 2 3 4 5 6 7 81 0 84 389 832 324 292 693 609 2 84 0 355 798 290 258 659 575 3 389 355 0 1103 465 563 964 874 4 832 798 1103 0 1038 1006 1407 1323 5 324 290 465 1038 0 430 831 536 6 292 258 563 1006 430 0 451 367 7 704 659 964 1537 831 451 0 402 8 609 575 874 1323 536 367 402 0Table 1. Flow transport cost between each pair OD [$/car] departure 1 3 4 5 6 7 8Number of cars of one train of station B[car] 49.3 49.3 52.6 42 41.8 50.5 52.3 Accumulation Parameter of station B[h/car] 9.1 10.1 8.2 9 9.3 10.6 4.1Accumulation delay of station B[h] 449 498 431 378 389 535 215Table 2. Accumulation delay of station 2 station 1 3 4 5 6 7 8Accumulation delay of other stations[h] 550 550 636 600 500 530 530Table 3. Accumulation delay of other marshalling stations station 1 2 3 4 5 6 7 8 t i [h/car] 3 2.9 4 4.7 3 3 4 4reclassificationcapacity[car]Station 2 321 - 651 1110 39 1125 1125 1125Station 6 1125 1125 1125 1125 88 - 700 1100Station 5 500 500 500 500 - 500 500 30 Model Testing and Result Analysis. We use General Algebraic Modeling System (GAMS) [15] to solve MIP model of RBP. And calculation time of RBP solved by GAMS are 30 seconds.To verify feasibility of model of RBP, we solve respectively the RBP with real flow data in 2013 and 2014. And the traffic demand between of each pair OD in 2013 and 2014 is shown in Table 5 and Table 6.Arrival leave 1 2 3 4 5 6 7 81 0 190 70 125 110 10 20 252 150 0 245 20 24 300 153 385 3 272 442 0 160 17 140 130 294 85 405 150 0 9 135 50 185 5 59 140 4 3 0 4 3 06 15 35 230 120 40 0 50 327 11 221 282 138 26 31 0 0 8 40 30 50 490 4 57 0 0 Table 5. Traffic demand between each pair OD in 2013 [car]Arrival leave 1 2 3 4 5 6 7 81 0 190 67 125 106 13 9 342 161 0 231 22 24 315 153 396 3 72 442 0 161 17 131 160 294 89 401 293 0 9 132 49 185 5 59 135 4 3 0 4 3 06 15 36 231 360 40 0 50 327 11 21 282 134 26 30 0 08 38 30 50 505 4 59 0 0 Table 6. Traffic demand between each pair OD in 2014 [car]We use GAMS to solve model of RBP. And the solution is shown in Table 7, Table 8, Table 9 and Table 10.i j k q ,,,i j k q x i j k q ,,,i j k q x i j k q ,,,i j k q x i j k q ,,,i j k q x1 2 1 2 150 2 4 2 4 405 3 2 3 4 150 6 2 6 1 13 1 2 1 4 85 2 4 3 4 150 3 2 3 5 4 6 2 6 2 300 1 2 1 5 59 2 4 5 4 9 3 2 3 8 50 6 2 6 3 140 1 2 1 6 15 2 4 6 4 135 3 6 3 6 230 6 2 6 4 135 1 2 1 7 11 2 4 7 4 50 3 7 3 7 282 6 5 6 5 4 1 2 1 8 40 2 5 1 5 59 4 2 4 1 125 6 5 7 5 3 1 3 1 3 272 2 5 2 5 140 4 2 4 2 20 6 7 5 7 26 2 1 2 1 190 2 5 3 5 4 4 2 4 3 160 6 7 6 7 31 2 1 3 1 70 2 5 4 5 3 4 2 4 5 3 6 8 6 8 57 2 1 4 1 125 2 6 1 6 15 4 6 4 6 120 7 2 7 1 20 2 1 5 1 14 2 6 2 6 35 4 6 4 7 134 7 2 7 2 153 2 1 6 1 13 2 6 4 6 120 4 8 4 8 490 7 2 7 3 130 2 1 7 1 20 2 7 1 7 11 5 1 5 1 96 7 2 7 4 50 21 8 12527 2 722152 5 11476 7 53i j k q ,,,i j k q x i j k q ,,,i j k q x i j k q ,,,i j k q x i j k q ,,,i j k q x 2 3 2 3 442 2 7 4 7 134 5 2 5 2 24 7 6 7 6 50 2 3 4 3 160 2 8 1 8 40 5 2 5 3 17 8 2 8 1 25 2 3 5 3 17 2 8 2 8 30 5 2 5 4 9 8 2 8 2 385 2 3 6 3 140 2 8 3 8 50 5 6 5 6 40 8 2 8 3 29 2 3 7 3 130 3 2 3 1 70 5 6 5 7 26 8 4 8 4 185 2 3 8 3 29 3 2 3 2 245 5 8 5 8 4 8 6 8 6 32 24 1 4 85 - - - - - - - - - - - - - - - Table 7. The Solution of RBP for variable ,,,i j k q x with real flow OD in 2013i j 1 2 3 4 5 6 7 81 0 1 1 0 0 0 0 02 1 0 1 1 1 1 1 13 0 1 0 0 0 1 1 04 0 1 0 0 0 0 0 15 1 1 0 0 0 1 0 16 0 1 0 0 1 0 1 17 0 1 0 0 0 1 0 08 0 1 0 1 0 1 0 0 Table 8. The solution of RBP for variable ,i j y with real flow OD in 2013The objective function value is:2013$5107135z = (11)i j k q ,,,i j k q x i j k q ,,,i j k q x i j k q ,,,i j k q x i j k q ,,,i j k q x 1 2 1 2 161 2 4 2 4 401 3 6 3 6 231 6 2 6 4 132 1 2 1 3 72 2 4 5 4 9 3 7 3 7 282 6 5 6 5 4 1 2 1 4 89 2 4 6 4 132 4 2 4 1 125 6 5 7 5 3 1 2 1 5 59 2 4 7 4 49 4 2 4 2 22 6 7 1 7 11 1 2 1 6 15 2 5 1 5 59 4 2 4 3 161 6 7 2 7 21 1 2 1 7 11 2 5 2 5 135 4 2 4 5 3 6 7 4 7 134 1 2 1 8 38 2 5 3 5 4 4 6 4 6 360 6 7 5 7 26 2 1 2 1 190 2 5 4 5 3 4 6 4 7 134 6 7 6 7 30 2 1 3 1 67 2 6 1 6 15 4 8 4 8 505 6 8 6 8 59 2 1 4 1 125 2 6 1 7 11 5 1 5 1 93 7 2 7 1 9 2 1 5 1 13 2 6 2 6 36 5 2 5 1 13 7 2 7 2 153 2 1 6 1 13 2 6 2 7 21 5 2 5 2 24 7 2 7 4 49 2 1 7 1 9 2 8 1 8 38 5 2 5 3 17 7 3 7 3 160 2 1 8 1 34 2 8 2 8 30 5 2 5 4 9 7 6 7 5 3 2 3 1 3 72 2 8 3 8 50 5 6 5 6 40 7 6 7 6 50 2 3 2 3 442 3 2 3 1 67 5 6 5 7 26 8 2 8 1 34 2 3 4 3 161 3 2 3 2 231 5 8 5 8 4 8 2 8 2 396 2 3 5 3 17 3 2 3 5 4 6 2 6 1 13 8 2 8 3 29 2 3 6 3 131 3 2 3 8 50 6 2 6 2 315 8 4 8 4 185 2 3 8 3 29 3 4 3 4 293 6 2 6 3 131 8 6 8 6 32 2 41 4 89 - - - - - - - - - - - - - - -Table 9.The solution of RBP for variable ,,,i j k q x with real flow OD in 2014 i j 1 2 3 4 5 6 7 81 0 1 0 0 0 0 0 02 1 0 1 1 1 1 0 1 i j 1 234567 83 0 1 0 1 0 1 1 04 0 1 0 0 0 1 0 15 1 1 0 0 0 1 0 16 0 1 0 0 1 0 1 17 0 1 1 0 0 1 0 08 0 1 0 1 0 1 0 0 Table 10. The solution of RBP for variable ,i j y with real flow OD in 2014The objective function value is:2014$5496920z = (12)To verify intuitively feasibility of model, we compare the solution of RBP in 2013 with the solution of RBP in 2014 in Fig. 2. And there are only directed train in Fig. 2.There is a directed train between two stationsPhysical Railway NetworkSolution of RBP in 2014Solution of RBP in 2013StationFig. 2. The solution comparisonComparing the solution of RBP in 2013 and 2014, the feasibility of the model can be verified from the following aspects:1. Some directed trains are canceled.If there are the loss of car-hours and cost, the directed train will be canceled. For example, there are 221 cars per day from station 2 to station 7 in 2013. But there are only 21 cars per day. Because of fewer flow, the directed train will cause the loss of car-hours and cost. So the directed train from station 2 to station 7 is canceled. 2. Some directed trains are built.If the directed block can save car-hours and cost, the directed trains will be built. For example, there are 150 cars per day from station 3 to station 4 in 2013. But there are only 293 cars per day. Because of more flow, the directed train will cause the save of car-hours and cost. So the directed train from 3 to 4 is built.The objective function of RBP model is to minimize the costs of flow traveling and delay for the train in marshalling station. So we need compare the solution with the now using RBP solution in 2014 to verify optimization of model.The flow of transit car with resorting and transit car without resorting of station 2 in 2014 is shown in Table 11 and Table 12.Arrival leave 1 3 4 5 6 7 81 0 32 72 7 9 6 23 3 47 0 61 13 36 43 84 28 79 05 46 17 66 5 5 1 2 0 1 0 0 6 1 19 135 2 0 0 2 7 7 31 52 2 1 0 08 6 1 215 2 1 0 0 Table 11. The flow of transit car with resorting in 2014 [car]Arrival leave 1 2 3 4 5 6 7 81 0 190 35 53 99 4 3 112 161 0 231 22 24 315 153 396 3 25 442 0 1004 95 117 21 4 61 401 214 0 4 86 32 119 5 54 135 3 1 0 3 3 0 6 14 36 212 225 38 0 50 307 4 21 251 82 24 29 0 08 32 30 49 290 2 58 0 0 Table 12. The flow of transit car without resorting in 2014 [car]And the objective function value of real-world in the condition of the same parameters isz (13) $6527430actualCompared with the now using RBP solution in 2014, the optimization of the model can be verified from the following aspects:1. Some directed trains are canceled.The new solution deletes 25 directed trains, saves total 9005 car-hours per day. For example, there are 13 cars per day from station 6 to station 1. Because of a directed block for the flow, there are 500 car-hours about car detention time under accumulation and 38 car-hours of the save time because of transit car without reclassification per day. The directed train from station 6 to station 1 causes the loss of 400 car-hours per day.2. Volume shipped by directed trains are added.The new solution adds volume shipped by directed trains, saves total 3538 car-hours per day.3. Cost Saving.The objective function value of formulation of RBP model is 5496920. And the objective function value of real-world in the condition of the same parameters is 6527430. Total cost saving is 1030510.4. Traffic flow adjustments.The solution considers the balance of railway line. And some flows in busy railway line are adjusted to other rail lines to improve whole network efficiency. Such as, in existing RBP solution in 2014, the flow from station 5 to station 6 pass station 2 with reclassification operation. But in solution of RBP model, a directed block between station 5 and station 6 is built to make full use of railway between station 5 and station 6.ConclusionsThis paper mainly focuses on Railway Blocking Problem in a network. We consider both transport cost and delay on marshaling station; and use GAMS to solve it. We give a case of 8 marshaling stations to test the model on the real world data. In the case, solution by our method can decrease 55% of car-hours and 16% of cost per day. In the meantime, we can optimize traffic flow to improve efficiency of the whole network. It is sure that our proposed models are effective, efficient and potential for application in a real world railway network.References[1] M Yaghini, et.al. Solving railroad blocking problem using ant colony optimization algorithm [J]. Applied Mathematical Modelling, 35(2011) 5579-5591.[2] R.K. Ahuja, et.al. Solving Real-Life Railroad Blocking Problems [J]. Interfaces, 37(2007) 404-419.[3] M Yaghinia and R Akhavan. Multicommodity Network Design Problem in Rail Freight Transportation Planning [J]. Procedia - Social and Behavioral Sciences, 43(2012) 728-739.[4] C Barnhart, et.al. Railroad Blocking: A Network Design Application [J]. Operations Research, 48(2000) 603-614.[5] Ahuja, et.al. Network Models in Railroad planning and scheduling [J]. Operation Research, 1(2005) 54-101.[6] A Balakrishnan, et.al. A Dual-ascent Procedure for Large-scale Uncapacitated Network Design [J]. Operations Research, 73(1989) 716-740.[7] H.Xu, et al. Study on the Model and Algorithm of the Formation Plan of Single Group Trains at Technical Service Stations (In Chinese) [J]. Journal of the China Railway Society, 28(2006) 12-17.[8] S.Yang, et al. An Artificial Neural Network Method for Marshalling Plan (In Chinese) [J]. Journal of Changsha Railway University, 20(2002) 79-84.[9] X.Li. Study on Optimization of Marshalling Plan and Flow Path Based on Uncertain Parameters (In Chinese) [D]. Southwest Jiaotong University, 2002.[10] H.N. Newton. Network Design under Budget Constraints with Application to the Railroad Blocking Problem [D]. Auburn University, 1996.[11] H.N. Newton, et.al. Constructing Railroad Blocking Plans to Minimize Handling Costs [J]. Transportation Science, 32(1998) 330-345.[12] L.Bodin, et.al. A Model for the Blocking of Trains [J]. Transportation Research Part B Methodological, 14(1980) 115-120.[13] M.Yaghini, et.al. Solving Railroad Blocking Problem Using Ant Colony Optimization Algorithm [J]. Applied Mathematical Modelling, 35(2011) 5579-5591.[14] Y.Yue, et.al. Multi-route Railroad Blocking Problem by Improved Model and Ant Colony Algorithm Real World [J]. Computers & Industrial Engineering, 60(2011) 34-42.[15] A.Brooke, et.al. GAMS Language Guide. 2006.。

OSPF原理及基本操作

OSPF原理及基本操作

OSPF配置1.1 OSPF简介OSPF是Open Shortest Path First(开放最短路由优先协议)的缩写。

它是IETF组织开发的一个基于链路状态的内部网关协议。

目前使用的是版本2(RFC2328),其特性如下:●适应范围广——支持各种规模的网络,最多可支持几百台路由器。

●快速收敛——在网络的拓扑结构发生变化后立即发送更新报文,使这一变化在自治系统中同步。

●无自环——由于OSPF根据收集到的链路状态用最短路径树算法计算路由,从算法本身保证了不会生成自环路由。

●区域划分——允许自治系统的网络被划分成区域来管理,区域间传送的路由信息被进一步抽象,从而减少了占用的网络带宽。

●等值路由——支持到同一目的地址的多条等值路由。

●路由分级——使用4类不同的路由,按优先顺序来说分别是:区域内路由、区域间路由、第一类外部路由、第二类外部路由。

●支持验证——支持基于接口的报文验证以保证路由计算的安全性。

●组播发送——支持组播地址。

1.1.1 OSPF协议路由的计算过程OSPF协议路由的计算过程可简单描述如下:●每个支持OSPF协议的路由器都维护着一份描述整个自治系统拓扑结构的链路状态数据库(简称为LSDB)。

每台路由器根据自己周围的网络拓扑结构生成链路状态广播(简称为LSA),通过相互之间发送协议报文将LSA发送给网络中其它路由器。

这样每台路由器都收到了其它路由器的LSA,所有的LSA放在一起便组成了链路状态数据库。

●由于LSA是对路由器周围网络拓扑结构的描述,那么LSDB则是对整个网络的拓扑结构的描述。

路由器很容易将LSDB转换成一张带权的有向图,这张图便是对整个网络拓扑结构的真实反映。

显然,各个路由器得到的是一张完全相同的图。

●每台路由器都使用SPF算法计算出一棵以自己为根的最短路径树,这棵树给出了到自治系统中各节点的路由,外部路由信息为叶子节点,外部路由可由广播它的路由器进行标记以记录关于自治系统的额外信息。

载运工具运用工程专业英语

载运工具运用工程专业英语

载运工具运用工程专业英语Transportation Engineering is a specialized field that focuses on the design, construction, and maintenance of transportation systems, including roads, railways, airways, and waterways. The application of professional English inthis field is crucial for effective communication among engineers, planners, and stakeholders from differentcountries and backgrounds.In the context of transportation engineering,professionals must be adept in using technical terminology to describe various aspects of transportation systems. For instance, the term "infrastructure" refers to the basic physical and organizational structures needed for theoperation of a society, with specific relevance to transportation systems such as highways, bridges, and tunnels.Engineers in this field often use specialized softwareand tools to analyze traffic flow, design transportation networks, and evaluate the environmental impact of new projects. Terms like "traffic simulation," "traffic engineering," and "environmental impact assessment" are frequently used to describe these processes.Moreover, the field of transportation engineering is continuously evolving with the advent of new technologiessuch as autonomous vehicles, electric vehicles, and smart transportation systems. Professionals must stay abreast ofthese developments and be able to discuss them using the appropriate English terminology. For example, "connected vehicles," "intelligent transportation systems," and "vehicle-to-vehicle communication" are terms that have become increasingly important in recent years.In addition to technical language, transportation engineers must also be proficient in the language of project management and safety regulations. Phrases such as "risk assessment," "project timeline," and "safety protocols" are essential for ensuring that projects are carried out efficiently and safely.Finally, the ability to communicate effectively in English is not only important within the professional sphere but also for academic purposes. Many research papers and technical reports in the field of transportation engineering are written in English, making it a vital language for sharing knowledge and advancing the field globally.In conclusion, the use of professional English in transportation engineering is indispensable for the successful design, implementation, and management of transportation systems worldwide. It enables professionals to collaborate across borders, share innovative ideas, and contribute to the advancement of the industry.。

《交通工程专业英语》——浅谈城市轨道交通(英文版)

《交通工程专业英语》——浅谈城市轨道交通(英文版)

Urban Rail TransitAbstract: With the acceleration of urbanization and motorization, traffic congestion is rapidly becoming one of the important problems that constraint the development of urban city. On the basis of the current situation of urban transport systems, the paper aims at explaining the characteristics of rail transportation and discussing the great advantages that it has brought to urban construction on the aspects of environmental protection, efficiency, safety and so on .Keywords: Rail Transportation Metro Light Rail Sustainable DevelopmentThe development of modern urban transport has promoted large improvement of social productivity to meet the growing consumer demand for transport, and to boost the city's prosperity to mankind, thus has brought great wealth. But road congestion, accidents, air and noise pollution, energy shortages and other issues come accordingly. Because of modern urban travel and population mobility, it’s a widespread phenomenon that passenger flow is highly concentrated and the flow direction is roughly the same at the peak time of the day. However, only rely on vehicles has been difficult to adapt to the modern transport passenger transport needs, especially the rapid rise in large cities and some medium-sized city.The experience of the Metropolitan Transportation development abroad also proved that it’s impossible to solve urban traffic problems fundamentally rely solely on road traffic . our high density urban residential population and limited road space resources, decided that China should give priority to developing the urban rail transit system which is " the least road space resource occupating, the lowest energy consumption and pollution per capita ". focusing on development of rapid rail transit as the backbone of a new system of urban public transport network is imperative.First, The Characteristics Of Urban Rail TransitUrban rapid rail transit system (subway, light rail) is a multi, multi-disciplinary in a complex system. the development experience of many major cities in the world Over the past century tells us that only adoptting rapid rail transit system as the backbone of public transport network can we effectively address urban transport problems.1. Urban Rail Transit Provides A Way Of High-Capacity Transport Services Urban rail transit provides intensive use of resources, environmental protection and comfortable, safe and efficient way of high-capacity transport services, which has nointerference with other modes of transport of the city. With strong transport capacity, higher service levels, significant resources to environmental benefits, it is the fundamental way to solve the problem of large urban transport and sustainable development.2. Rail Transport Intensive Mode Of TransportRail Transport not only provides efficient and quality bus travel service , but also is a intensive modes of transport, saving energy and land resources. Cities to speed up the process of motorization, the simple method of wide road by car can not solve the urban traffic problem, The potential use of bus lane capacity is limited, individual dispersion of traffic on the inefficient use of land resources is obvious, and the ground transportation supply which the central business district land resources can provide is gradually depleted. Use and develop valuable resources of underground space to provide new transport supply, to ease the tension in the ground space resources and to support the sustainable development of cities.3. Urban Rail Transit Is A Huge Complex System Of Comprehensive(1)Large building scale , a city rail transit network generally have hundreds of kilometers to hundreds of kilometers.(2) High technically demand , involving almost to the modern civil engineering, mechanical and electrical equipment works with high-tech fields.(3) Great project investment , the cost is 3-4 billion per kilometer.(4) Long construction period, in-line construction period is 4-5 years, whilenetwork-building generally needs 30-50 years.(5) Many participating units, there are hundreds of ones.(6) Mass information.Construction and operation generate amount of information, during which the dealing work is very heavy.(7)Complex system . We have to consider the relationship among rail transit and other modes of transportation and urban development, among rail transit network layout, construction sequence and the sharing of resources, among the rail transit project planning, construction, operation, and the use of resources and so on.Second, Rapid Rail Transit And Other Transportation ComparativeAdvantageAt present, Chinese cities are growing traffic demand, and economic growth and rising incomes will serve the future needs of urban transportation fueling a stimulus, leading to environmental pollution, land degradation and increasing consumption, and urban traffic congestion.Social and economic development needs of the city safe, efficient, clean and economical urban transportation systems; improved quality of life of urban residents need safe, convenient, comfortable, fast and cheap public transport services; needed to improve the urban environment is conducive to environmental improvementtransport policy. Therefore, urban transport and urban development goals to be social and economic development goals in harmony.Rail transit-based transportation system when compared with competing models have greater technical advantages: a large volume, efficient land use, lower energy consumption per km and environmental pollution. The environment is of great concern in modern society problem, due to urban rail transit generally use electric traction, and large capacity, centralized transportation side. Therefore, one for each passenger transported pollution generated significantly lower than other modes of transport.In addition, the role of rail transport axes to guide the development of urban form changes, contribute to the aggregation of business benefits. It is the big city and its inevitable choice for sustainable transportation.Third, Rail Transit Systems And Transportation Advantages Compared (1) to improve the urban environment. By substitution of public mass transit commuter electric cars become popular tools of choice, due to the reduction in the city center and buses running on the number of cars, will largely reduce the urban vehicle exhaust emissions, improve air quality. overseas research shows that rail traffic units of carbon dioxide emissions by only 10% of cars and buses 25%;(2) greatly ease the traffic congestion. Rail transit or a large volume of transport, many foreign cities bear the passenger rail passenger traffic accounted for all - a half or even 80% or more. Metro-way transport capacity per hour 3 to 6 million passengers, light rail is 2 to 2.5 million passengers, while the public electric cars for the 2000 to 5000 people.(3) Improved Traffic Safety, Rail Traffic Safety Than Cars And Buses In TheSafe Out Of A Number Of Times;(4) To Facilitate Efficient Rail Transportation System, Will Improve People'sMobility And Flexibility;(5) the improvement of transport accessibility along the urban land prices is bound to improve along the property and the value of real estate development;(6) promote urban renewal along the rail and the new city development. As for the long-distance rail commuter issues and low-cost tools to provide fast, therefore, urban residents will spread along the rail line to the suburbs;(7) Rail Transit System Construction, Operation And Maintenance, Will StimulateDomestic Demand And Create New Jobs;(8) axis in the development of rail transport contribute to the aggregation effect of trade, so that changes in urban form, reduce the allocation of resources more rational direction, help to promote the industrial structure and consumption structure upgraded.In short, by rail and common way to travel several other comparative analysis, we found that relative to the rapid rail transit buses, private cars, bicycles and other public transportation, has the large volume, low pollution, low noise , low power, high speed, low cost, small footprint, comfortable, all-weather and other unique advantage over other modes of transport can not be replaced. in the big cities, especially mega-cities we should build a rail transit as the backbone of the integrated and comprehensive urban transport system in order to solve the city's traffic congestion problems for ensuring the sustainable development of the city.Fourth, Rail Transit System To A City Or Region BenefitsBecause rail transit system efficiency and punctuality, comfort, passengers will be more willing to take, and to attract original passenger cars and bicycles and pedestrians, thereby improving passenger traffic. In particular, if the passengers of private cars for travel, will be to alleviate traffic the pressure caused by the environment such as noise, emissions and land use, roads, improve road safety, without prejudice to the case of movement of the center will help reduce traffic pressure.Develop rail transit, for enhancing the urban structure to address the urban development in the face of the economic and social conflicts, and achieve sustainable development strategy, has a special significance.。

土木工程专业英语unit 6(1)

土木工程专业英语unit 6(1)
铝合金早在1933年就应用于桥梁结构了,它极大地降低了桥梁的 自重,但是由于造价昂贵并没有被广泛使用。
The principle portions(parts) of a bridge may be said to be the “superstructure” and “substructure”.
1. substructure n. 下部结构 superstructure 上部结 构
2. predominate vi. 占支配地位;在……中占优n势.元帅
3. precipitation n. 沉淀,降雨量 4. marshal vt. 安排,调度,整理
v. arrange/dispatch order/organize
Aluminum alloys,( which were used in bridges as early as 1933,) greatly reduce the dead weight of the bridge, but they are not widely used because they are relatively expensive.

21. octagonal adj. 八边(角)形的;n. 八边(角)形 22. terminus n. 终点站,终点,边界 23. embankment n. 路堤,岸堤,堤 24. sill n. 底梁,底座,基础 25. batter n. 倾斜,坡度,倾斜度 (v.smash/slap猛击、
桥梁的主要结构被称为上部结构和下部结构
This divisionnce, since in many bridges there is no clear dividing line (分界线)between the two.

TE QoS技术白皮书

TE QoS技术白皮书

TE QoS技术白皮书华为技术有限公司Huawei Technologies Co., Ltd.声明Copyright ©2004华为技术有限公司版权所有,保留一切权利。

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关键词:AF 、BQ、CAR、CBQ、CT、EF、LLQ、MPLS TE、TP。

摘要:TE QoS完成了转发平面上MPLS TE隧道的带宽与时延保证,本文档介绍了TE QoS技术及其在NE16E/08E/05路由器上的实现。

运输通道货运量分担率的目标规划模型

运输通道货运量分担率的目标规划模型

( ) 文章编号 : 1 6 7 1 8 8 7 9 2 0 1 4 0 4 0 1 4 7 0 5 - - -
运输通道货运量分担) 陕西 西安 7 陕西 西安 7 1.长安大学 建筑学院 , 1 0 0 6 1; 2.长安大学 汽车学院 , 1 0 0 6 4
1 4 8
长安大学学报 ( 自然科学版 ) 0 1 4年 2 输方式的竞争力越 强 , 则在同一个运输通道内承担 的货运市场份额越 大 , 因此本文分析归纳了运输通 道内各种运输方式 的 特 征 , 并在此基础上建立运输 通道货运量分担率模型 。 综合运输通道中平行分布的运输方式主要包括 铁路运 输 、 水 路 运 输、 航空运输和管道运 公路运输 、 输 5 种方式 。 由于 运 输 通 道 服 务 地 区 的 自 然 条 件 、 经济社会发展水平 和 区 域 空 间 结 构 等 方 面 的 差 异 , 其构成也有所不 同 。 本 文 从 自 然 地 理 条 件 、 运输能 力、 技术特征和经济 特 征 4 个 方 面 对 各 类 运 输 方 式 进行具体分析 。 1. 1. 1 自然地理条件 公路 运 输 主 要 依 靠 完 善 的 公 路 网 络 系 统 , 着重 于骨架干线高速 化 , 次 干 线 快 速 化, 支 线 密 集 化; 铁 路运输主要依靠铁路路网系统 , 着重于干线和通道 , 从而拥有与地理空间和大运量流向相适应的较完善 的框架网络布局 ; 水 路 运 输 主 要 利 用 现 有 的 江、 河、 海自然条件和结合 水 资 源 的 综 合 开 发 利 用 ; 航空运 输主要依靠枢纽 机 场 、 干 线 机 场、 支 线 机 场, 构成层 管道运输主要是依靠与油气资 次合理的机场布局 ; 源开发地 、 进口点至加工地 、 消费地相适应的具有较 好调配功能的输送管道网 。 1. 1. 2 运输能力 公路的运输能力较小 , 适应性强 , 适合短途 、 零担 铁路的运输能力大 , 运输连续性强 , 适合运距较 运输 ; 长的大宗货物 、 散件杂货等运输 ; 水路的运输能力大 , 连续性差 , 适合于中长途大宗货物运输 、 海运和国际 货物运输 ; 航空的运输能力小 , 适合中长途贵重货物 、 保险货物运输 ; 管道的运输能力大 、 连续输送 , 适合长 气体和浆化固体货物运输 。 期稳定的流体 、 1. 1. 3 技术特征 公路运输可在途中节点配货 , 也可直达 , 形式较 为灵活 , 适合中短途运输 , 近距离运输时运送速度较 快; 铁路运输除两站 及 以 上 零 担 火 车 会 在 途 中 进 行 货物装卸外 , 其他货车均不在途中进行货物装卸 , 仅 在部分技术站进行 相 关 技 术 作 业 , 远距离运输时运 送速度较快 ; 水 运、 航空和管道运输均为点对点运 输, 其中水运受地理条件影响较大 , 航空运输在远距 离运输时速度最快 。 1. 1. 4 经济特征 公路运输有较高的可变成本和较低的固定成 本, 但是其固定成本略高于水运 ; 铁路运输的运输成 本当运量较小 、 运 距 较 短 时 较 高, 当 运 量 较 大、 运距 较长时较低 ; 水路运 输 有 较 高 的 可 变 成 本 和 较 低 的 固定成本 , 由于装卸作业成本占总成本的比例较大 ,
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Traffic Engineering with Constraint Based Routing in MPLS NetworksHaris Hodzic, Sladjana ZoricBH Telecom, Zmaja od Bosne 88, 71000 Sarajevo, Bosnia and HercegovinaE-mail: haris.hodzic@bhtelecom.baAbstract- In today’s service provider networks MPLS Traffic Engineering (MPLS TE) is one of th e fastest growing i mplementation. MPLS adoption in service provider networks h as increased manifold due to its inherent TE capabilities. A purpose of traffic engineering in a network is to setting up paths between the edge nodes of th e network to meet traffic demands wh ile optimizing network performance. It is known th at total traffic throughput in a network, or resource utilization, can be maximized if a traffic demand is split over multiple path s. MPLS networks can use native TE mech anisms to minimize network congestion and improve network performance. TE modifies routing patterns to provide efficient mapping of traffic streams to network resources. Th is efficient mapping can reduce th e occurrence of congestion and can play an important role in th e implementation of network services with quality of service (QoS) guarantees. Th ese MPLS TE capabilities bring explicit routing, constraint-based routing, and bandwidth reservation to MPLS networks. MPLS TE relies on extensions to existing IP protocols (TE-RSVP, CR-LDP).Keywords – MPLS, Traffic Engineering, LSP, Constraint Based Routing, CR-LDP, RSVP-TE1.INTRODUCTIONTE is the mechanism used for steering traffic across to the backbone to facilitate efficient use of available bandwidth between a pair of routers. Prior to MPL S TE, traffic engineering was performed either by IP or by ATM, depending on the protocol in use between two edge routers in a network.There are four basic components needed for traffic engineering in a packet network:• Distribution of topology information: Because the networkis a distributed system, it is necessary to have a mechanism to advertise up-to-date information about links to all nodes in the network. A node can then build a topology map of the network. Information about link or node failures must be rapidly propagated through the network so that recovery can be initiated.• Path selection: This involves using the topology information gathered to compute reachability information between nodes in the network. When a path is required between any pair of nodes in the network, a shortest path with a minimum of links is typically used because it optimizes the use of resources.Other constraints, such as bandwidth and delay, may also be applied during path selection.• Directing traffic along the computed paths: Once the path between a given source node and destination node has been computed, we need to be able to direct traffic along that particular path. Typically, this is accomplished by building a forwarding table. When a packet arrives at a node, the forwarding table is consulted using information in the packet header. In a connectionless forwarding paradigm, each node builds its forwarding tables independently.For connection-oriented forwarding this step involves use of a signaling protocol to set up the path. The signaling protocol assists intermediate nodes along the path in building their forwarding tables.• Traffic management: Traffic management deals with the definition of a framework and the corresponding mechanisms that enable a network to deliver predictable QoS to user traffic. QoS is characterized by parameters such as bandwidth, delay, delay jitter, and loss probability. The mechanisms for implementing a QoS solution include admission control, flow identification, traffic policing, and traffic scheduling [1].In this paper we represent overview of MPLS TE in chapter 2, and Constraint Based Routing with comparing two most utilized signaling protocols in chapter 3. In chapter 4 simple example of MPL S network is simulated with and without using of traffic engineering mechanisms.2.MPLS TEIn a traditional IP forwarding paradigm, packets are forwarded on destination basis where a route lookup is performed on each router from source to destination. Destination-based forwarding paradigm leads to suboptimal use of available bandwidth between a pair of routers in the service provider network. Predominantly, the suboptimal paths are under-utilized in IP networks. To avoid packet drops due to inefficient use of available bandwidth and toprovide better performance, TE is employed to steer some of the traffic destined to follow the optimal path to a suboptimal path to enable better bandwidth management and utilization between a pair of routers. TE, hence, relieves temporary congestion in the core of the network on the primary or optimal cost links. TE maps flows between two routers appropriately to enable efficient use of already available bandwidth in the core of the network. The key to implementing a scalable and efficient TE methodology in the core of the network is to gather information on the traffic patterns as they traverse the core of the network so that bandwidth guarantees can be established. Main mission of MPLS TE is to maximize network resources [2].The inspiration behind MPL S TE is Constraint Based Routing (CBR), which takes into account the possibility of multiple paths between a specific source/destination pair in a network. With CBR, the operation of an IP network is enhanced so the least cost routing can be implemented as well as variables to find paths from a source to destination. CBR isthe backbone of the TE tunnel definition and isdefined on the ingress routers to the MPLS domain when implementing MP L S TE. Resource availability and link status information are calculated using a constrained SPF calculation in which factors such as the bandwidth, policies, and topology are taken into consideration to define probable paths from a source to destination. CSPF calculation results with an ordered set of IP addresses that map to next-hop IP addresses of routers forming an LSP, in turn mapping to the TE tunnel. This ordered set is defined by the headend router that is propagated to other routers in the LSP. The intermediate routers, thus, do not perform the function of path selection. RSVP and L DP (L abel Distribution Protocol) with TE extensions are used to reserve resources in the LSP path as well as label association to the TE tunnel [3].3.CONSTRAINT BASED ROUTINGThere are two ways to set up a label switch pathwithin a MPLS network, control driven or explicitly routed. Control driven LSP can be set up by hop-by-hop routing or L DP, which involves setting up a connection thru UDP and TCP. Second approach is ER-L SP. An Explicit route is a small sequence of hops from ingress to egress LSRs to set up an LSP. This explicit route can contain several hops within the set of many nodes, within an MPLS environment before emerging to the next hop specified in the Explicit Route. Explicit routing helps in diversion of network traffic around failed links and helps inproviding already set up L SP-backup to maintain uninterrupted flow. Explicit routing has its significance to force an LSP, which differs from the one offered by the routing protocol. Constraint-based Routing computes routes that are subject to constraints such as bandwidth and administrative policy. Using a combination of the metrics defined for traffic engineering and the capabilities of routers, constraint-based routing substantially reduces the requirements for operator activity necessary to implement TE. Because Constraint-based Routing considers more than network topology in computing routes, it may find a longer but lightly loaded path better than the heavily loaded shortest path. Network traffic is hence distributed more evenly. Traffic Engineering RSVP or TE-RSVP and Constrained-Based L DP or CR-L DP developed by the IETF MPLS Working Group follows setting ER-LSP [4].4.MPLS TE SIGNALING PROTOCOLS In an MPLS network an LSP must be set up and labels assigned at each hop before traffic forwarding can take place. As we said earlier there are two kinds of L SPs based on the method used for determining the route: control driven L SPs (also called hop by hop LSPs), and explicitly routed LSPs (also referred to as constraint based routed LSPs, CR-LSPs). When setting up a control-driven L SP, each LSR determines the next interface for the L SP based on its IP forwarding table, and sends the label request to the next-hop router. When setting up a CR-LSP, the route for the LSP is specified in the setup message. The setup message traverses all nodes along the specified route. At each node, a label request is sent to the next indicated interface. Thus, a control driven LSP follows the path that a packet using default IP routing would have used. On the other hand, a CR-LSP may be specified and controlled by the network operator or a network management application to direct the network traffic on a path independent of what is computed by IP forwarding. In this way CR-L SPs may be used for traffic engineering. IETF MPLS brought up two signaling protocol called the L abel Distribution Protocols (L DP) for setup and maintenance of control-driven LSPs. For setting up CR-L SPs, two approaches are being discussed: constraint-based routed L DP (CR-L DP), which requires a subset of L DP functionality that is enhanced to signal explicit paths, and extensions to the RSVP protocol. Before compare at glance RSVP and CR-L DP protocols, it is worthwhile to look at the desirable features of a signaling protocol for such applications [5].270The requirements for a signaling protocol used in MPLS based traffic engineering are as follows:• Robustness: The signaling system must be able to ensure reliable and timely delivery of signaling messages even in the presence of network congestion or failure.• Scalability: The size of ISP networks requires support for a large number of LSPs at each node.• Specification of QoS: This includes the specification of the traffic descriptors (i.e., bandwidth requirements) associated with the traffic flow using an LSP, and the QoS requirements (e.g., delay, loss).• L SP establishment/teardown/maintenance: The signaling protocol must be able to provide L SP establishment, teardown, and maintenance.• L SP priority/preemption: Path preemption is a traffic engineering requirement to ensure that high-priority L SPs may preempt (i.e., tear down) lower-priority L SPs when there are not enough resources available to support both. • Flexibility in path setup options: This includes strict and loose CR-L SPs, as well as the option to pin loose segments of a path [6].L DP/CR-L DP offers a unified signaling protocolsystem that provides network operators with thecomplete label distribution and path setup modesneeded for MPLS. The extensions to RSVP providethe capability to establish CR-LSPs withdownstream-on-demand label allocation, distribution, and binding only. If other MPLS labeldistribution modes are needed in the network, suchas the downstream-unsolicited method of labeldistribution, the network will be required to run bothLDP and RSVP.CR-LDP uses TCP, ensuring reliable transport of its signaling messages. When a failure occurs, an error indication message is sent using reliable transport, ensuring a timely response. Due to the lack of a reliable transport infrastructure, RSVP cannot guarantee fast failure notification to the endpoints affected by the failure, even though an explicit teardown message is sent. CR-L DP is a hard-state protocol; because of this it provides better scaling properties in terms of the volume of signaling traffic in the network as the number of CR-LSPs increases. A significant drawback of RSVP is its scalability problem when there are a large number of paths passing through a node. This is due to the requirement for periodically refreshing the state for each path [7].5.MPLS TE PERFORMANECEFor simulation network utilizations process with (and without) using MPLS TE, we created topology show below using NS-2. Nodes 0, 1, 7 and 8 can be considered as computer or non-MPL S supporting device. Nodes 0 and 1act as sources of traffic, while nodes 7 and 8 are their respective sinks. In other words, nodes 1 and 0 send some data to nodes 8 and 7 through the MPLS network. Nodes 2, 4, 5, 6 and 9 act as MPL S enabled nodes. When no traffic engineering is done the packets get lost due to congestion at node 2, as both the traffic flow take the shortest path and it gets congested.There are 2 paths between ingress-egress, but only the path with minimum hop count is used (The path through node 2, 9 and 6). The other path (Path via node 2, 4, 5 and 6) is not utilized, while the shortest path gets over utilized.Figure 2. shows simulations results where we can see throughput of each flow when no traffic engineering is applied and all the traffic flow via the shortest path.In the other case we have same topology but now traffic engineering is applied. The point of congestion is identified and rectified, by switching one of the flows (Either flow from 0 to 7 or 1 to 8) through the explicit path via nodes 2,4,5 and 6. When this is there is no packet loss due tocongestion and the throughput of the network is increased. This scenario is depicted in figure 4. The delay in the case when traffic engineering is applied is lower then when it is not applied (ReferFigure 2 and Figure 4). Fig. 1. Packet loss due to congestionFig. 2. Graph showing the delay for each flow when the shortestpath algorithm is usedFig. 3. No congestion – After applying traffic engineering Fig. 4 Graph showing the delay for each flow when trafficengineering is applied6.CONCLUSIONMPLS TE mechanism has been addressed and the protocols were reviewed. Almost similar functionality has been accomplished in the establishment of traffic-engineered paths, using both the protocols. Each one of the protocols has its strengths and weaknesses. There has been a need foran extensive enhancement in a protocol that supports the functioning of MPL S more efficiently. As both CR–LDP and TE–RSVP evolve they will offer more and more similar functionality. As with all new protocols there is still a fair amount of work to be accomplished. Simulation results showed importance of implementing MPLS traffic engineering in a large networks, as well it’s contribution in optimizing network resources and maximizing network bandwidth.REFERENCES[1] A. Ghanwani, B. Jamoussi, D. Fedyk,“Traffic Engineering Standards in IPNetworks Using MPL S”, IEEECommunicationMagazine1999[2] “MPLS Traffic Engineering”, Cisco Press,2006[3] D. Awduche, J. Malcolm, J. Agogbua, M.O'Dell, J. McManus “Traffic Engineeringin MPLS”, RFC 2702.[4] V. Jolly, S. Latifi, “An Overview of MPLSand Constraint Based Routing ”[5] A. Singh, G. Mittal “QoS and TrafficEngineering: MPLS, DiffServ and Constraint Based Routing”, May, 2000.[6]W. Sun “QoS/Policy/Contraint Based Routing”,January,1999.[7] K. L ong, Z. Zhang, S. Cheng, “L oadbalancing algorithms in MP S trafficengineering”, High Performance Switchingand Routing, IEEE Workshop, 2001.272。

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