交通工程学教案

1.一5、6Chapter1introductionMasterthedefinitionoftrafficengineering,andmasterthescopeoftrafficengineering,theessenceandcharacteristicoftrafficengineering.ThedefinitionoftrafficengineeringThescopeoftrafficengineeringTheessenceandcharacteristicoftrafficengineeringTrafficEngineeringCourseDescription10minThephenomenonandproblemsoftrafficengineering20minThedefinitionoftrafficengineering45minThedefinitionoftransportengineering15min1任福田.交通工程学.第一版.北京：人民交通出版社，2003.72王炜.交通工程学.第一版.南京：东南大学出版社，2000.101五5、6Chapter1introductionMastertheessenceandcharacteristicoftrafficengineering;knowabouttheevolutionandimprovementoftrafficengineering;thedevelopmentoftrafficengineeringinChina.TheessenceandcharacteristicoftrafficengineeringTheevolutionandimprovementoftrafficengineeringTheevolutionandimprovementoftrafficengineeringTheessenceandcharacteristicoftrafficengineeringThedevelopmentoftrafficengineeringinChina1交通工程学研究的主要内容？2交通工程学科的性质与特点？355、6Chapter2thetrafficcharacteristicinpeople,vehiclesandroadsMasterdriverstrafficcharacteristics;knowaboutpedestrianandpassengerstrafficcharacteristics.Driverstrafficcharacteristics;Pedestriantrafficcharacteristics;PassengerstrafficcharacteristicsDriverstrafficcharacteristics;45Pedestriantrafficcharacteristics;25Passengerstrafficcharacteristics201道路交通要素是什么？试述它们之间的关系？431、2Chapter2thetrafficcharacteristicinpeople,vehiclesandroadsMastervehicletrafficcharacteristics;andmasterroadstrafficcharacteristics.VehicletrafficcharacteristicsRoadstrafficchatacteristicsVehicletrafficcharacteristics75minutesRoadstrafficchatacteristics20minutes5455、6Chapter2thetrafficcharacteristicinpeople,vehiclesandroadsMasterthehighwayclassification,knowwellhighwaydesignelements;andmasterthegeometriccharacteristicsofhorizontalcurves;andknowwellverticalalignmentofhighways;andknowwellcross-sectionelementsofhighways.HighwayclassificationThegeometriccharacteristicsofhorizontalcurvesVerticalalignmentofhighwaysHighwayclassification15’Highwaydesignelements10’Geometriccharacteristicsofhorizontalcurves45’Verticalalignmentofhighways15’Cross-sectionelementsofhighways5’1圆曲线的主要特征？555、6Chapter2thetrafficcharacteristicinpeople,vehiclesandroadsMastertheconceptofvolume,andmasterthedailyvolumesandhourlyvolumes;masterthetrafficsurvey.TheconceptofvoulumeThedailyvoulumesHourlyvolumesThetrafficsurveyTheconceptofvoulume25’Thedailyvoulumes30’Hourlyvolumes30’Thetrafficsurvey5’1、某公路需要进行拓宽改建。经调查预测得该公路在规划的年平均日交通量为50000辆小汽车/日，设计小时交通量系数k=17.86x-1.3-0.082.x为设计小时时位。取一条车道的设计通行能力为1500辆/h.试问该公路该修几车道2.page47:2-1~2-7C631、2chapter3trafficstreamcharacteristicsMastertheconceptofspeedandcharacteristicsofshowmodes,andmastertheconceptofdensityandthecharacteristicsofit;andmastertherelationshipamongvolume,speedanddensity.TheconceptofspeedandcharacteristicsofshowmodesTheconceptofdensityandthecharacteristicsofitTherelationshipamongvolume,speedanddensityTheconceptofspeedandcharacteristicsofshowmodes45Theconceptofdensityandthecharacteristicsofit35Therelationshipamongvolume,speedanddensity101、basedonGreenberg’sspeed-densitymodelandUnderwood’sspeed-densitymodel.SubstantiatethatthecapacityforGreenbergandUnderwood’sasfollows:C=SC*Df/eGreenbergC=DC*Sf/eUnderwood655、6chapter3trafficstreamcharacteristicsMastertherelationshipamongvolume,speedanddensityTherelationshipbetweenspeedanddensityTherelationshipbetweenvolumeandspeedTherelationshipbetweenvolumeanddensityTherelationshipbetweenspeedanddensityTherelationshipbetweenvolumeandspeedTherelationshipbetweenvolumeanddensity1、已知某公路上畅行速度Vf=80km/h,阻塞密度Kj＝105辆/km，速度－密度用直线关系式，求（1）在该路段上期望得到的最大流量？（2）此时所对应的车速是多少？Page149:5-1、5-5、5-3、5-6、5-7、5-9755、6Chapter4trafficstreamtheoryKnowwellcommontrafficphenomenonandmechanism,Masterstatisticsanddistributiontheoryapplicationintrafficstreamtheory.TrafficphenomenonandmechanismAnoverviewofprobabilityfunctionsandstatisticsPoissondistributionThebinomialdistributionTrafficphenomenonandmechanismAnoverviewofprobabilityfunctionsandstatisticsPoissondistributionThebinomialdistribution1、itiskownthatthearrivalofvehicleattollboothaggresswithpoissiondistribution.Giventhattheprobabilityofnovehiclesarrivingatthetollboothwithinanhouris0.01.Estimatetheprobabilityofatleasttwovehiclesarrivingatthetollboothinanhour?831、2Chapter4trafficstreamtheoryMasterthequeueingtheoryintrafficengineering,andmasterthedefinitionofthequeueingtheory.ThedefinitionofthequeueingtheoryThequeueingtheoryintrafficengineeringThedefinitionofthequeueingtheoryThequeueingtheoryintrafficengineering1、排队论的基本原理，主要参数？855、6Chapter4trafficstreamtheoryMasterthequeueingtheorymodelM/M/1,M/M/Sandmasterthedefinitionoftherunningafter,andmasterthelinearrunningaftermodel.ThequeueingtheorymodelM/M/1andM/M/sThelinearrunningaftermodelThequeueingtheorymodelM/M/1andM/M/sThedefinitionoftherunningafterThelinearrunningaftermodel1thetollboothhasopenedonlyonewindowtocollecttoll,thetrafficarrivingatthistollplazaisinaccordwithpoissondistribution.Andhourlyvolumeis1000vehicles.Thefeecollectionprocessneeds3secondsforeachvehicle.Estimatetheparametersofinterest?955、6Chapter5trafficplanningMast