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                SIDRA INTERSECTION 微观交通仿真软件

                SIDRA INTERSECTION  微观交通仿真软件
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                • SIDRA INTERSECTION  微观交通仿真软件
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                产品报价: 28520
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                SIDRA INTERSECTION
                高教
                北京
                东莞交警支队,北方工☉业大学,西南交通大学
                详细说明

                SIDRA INTERSECTION  微观交通仿真软件

                以上价格不是最终报价,如需本款软件的最终价格,请留言咨询 ,我们将尽快给您报价。

                SIDRA软件是交叉口设计和评估的工具。SIDRA软件在确定』交叉口交通拥挤的原因,在模拟改善措施对信号交叉口的影响方面是非常有效的。

                Micro-analyticalsoftwareforintersectionevaluationanddesign
                SIDRAINTERSECTIONisanadvancedmicro-analyticaltrafficevaluationtoolthatemployslane-by-laneandvehicledrivecyclemodels.SIDRAINTERSECTIONisarenownedsoftwarepackageused

                worldwideforintersectioncapacity,levelofserviceandperformanceanalysisbytrafficdesign,operationsand

                planningprofessionals.
                IntersectionEvaluationandDesign
                UsingSIDRAINTERSECTION,youcanevaluateandcomparecapacity,levelofserviceandperformanceof

                alternativetreatmentsinvolvingsignalisedintersections,roundabouts,two-waystopandgive-way(yield)sign-control,all-waystopsigncontrol,single-pointurbaninterchanges,signalisedmidblockcrossingsforpedestrians,allinonepackage.Intersectionswith

                upto8legs,eachasatwo-wayroad,one-wayapproachorone-wayexitcanbemodelledwithease.
                TheHighwayCapacityManual(HCM2000)versionofSIDRAINTERSECTIONoffersoptionsforUSCustomary

                andMetricunits.
                TrafficSoftwareforRoundabouts
                SIDRAINTERSECTIONisthemostpopulartrafficsoftwareforroundabouts(multi-laneandsingle-lane)andotherintersectionsintheUSA,AustraliaandNewZealand,SouthAfrica,Canada,Malaysia,and

                elsewherearoundtheworld.Toseewhy,visitourRoundaboutsandSIDRAforRoundaboutswebpages.
                OperatingCost,FuelConsumption,PollutantEmissions
                SIDRAINTERSECTIONhelpsyouestimatethecost,energyandpollutionimplicationsofyourintersection

                designusingauniquevehicledrive-cyclemodel(acceleration,deceleration,idling,cruise).Clickhereforfurtherinformation.
                SIDRAINTERSECTIONisnotatrafficsafetydesignorevaluationsoftwarepackage.Werecommendtheuse

                ofappropriatesafetyanalysisandaudittoolsforthispurpose.
                AdvancedSignalTiming
                Advancedsignaltimingoptionssuchasgreensplitpriorityforcoordinatedmovements,equalandunequal

                targetdegreesofsaturation,cycletimeoptimisationforfixed-time(pretimed)signalanalysis,andmaximumgreenoptimisationforactuatedsignalanalysis.
                Determinesignaltimings(fixed-time/pretimedandactuated)foranyintersectiongeometryallowingforsimpleaswellascomplexphasing

                arrangements.
                NewFeaturesandEnhancements
                Version3.2incorporatesnewInputReport,CustomisedModelandProjectBackupfeatures,enhancements

                tomodelling,output,userinterface,helpsystem,andlayoutpicture,resolvesvariousproblemsfoundbyusers,

                andincludesanupdatedUserGuide.Newfeaturesandenhancementsarelistedasfollows.
                +InputReport
                Thislistsallinputparametersthatcanbespecifiedbytheuserineachinputdialog.TheInputReportconsists

                ofanumberoftablesandfollowsthestructureoftheinputdialogsintheProjectTree.Thisprovidesaneasy

                methodtoreviewinputdatawithouthavingtoopenvariousinputdialogs.Thecontentsofthereportcanbe

                printedorexportedtoavarietyoffileformats.
                +CustomisedModels
                Significantimprovementshavebeenmadetocustomisedmodelswhichalloweditingofdefaultsinputand

                modelparameters.CustomisedmodelscreatedbyotheruserscannowbeimporteddirectlyfromProjectsthat

                usecustomisedmodels.Handlingofcustomisedmodelshasbeenmademorerobust,andtimetoloadmodels

                atstartuphasbeenreduced.
                +ProjectBackup
                EachtimeaProjectfileisopened,abackupfilewillbecreatedautomatically.Thiscanbeusedtorestorea

                Projectfilewhichhasbeenlostorcorruptedduetoaccidentaldeletionorsystemproblems.
                +Output
                CriticalGapDistancehasbeenaddedtoOutputTableD.6.
                When"ApplyPhaseTransition"isspecifiedforamovement,thiswillnowbeshowninOutputTableS.1.The

                dotindicatingthisparameterisnowmoreclearlyshowninredinPhasingSummaryoutput(alsointhePhasing

                inputdialog).
                OpposedTurncoloursandlegendhavebeenchangedtomakethemmuchclearerinPhasingSummaryoutput.
                +UserInterface
                AfacilitytomoveSitesupanddownwithintheProjectTreeviatheright-clickmenuhasbeenintroduced.
                DrawingofsomesliplanecasesintheApproaches&Lanesdialoghasbeenimproved.
                OperationofApplybuttonindialogshasbeenimproved.
                ExplanationabouttheFHWAModelfeatureshasbeenaddedtotheRoundaboutdialog.
                +HelpSystem
                AlinktotheSIDRASOLUTIONSwebsitehasbeenaddedtotheHelpmenu.
                Helplinkshavebeenaddedtoseveralmessageboxes.
                HelptopicsfortheFHWAModelhavebeenbetteridentifiedasspecifictothismodel.
                +LayoutPicture
                Layoutdrawinghasbeenimprovedformulti-laneT-shapedroundabouts.
                Drawingofsomesliplanecaseshasbeenimproved.
                Layoutdrawingisnowbetterscaledtothepagewhenprinted,ensuringthatlargegeometrydrawingsshould

                alwaysfitontheprintedpage.
                +Modelling
                Lanewidthupperlimitforapproachandexitlaneshasbeenincreasedto8metres(26feetifUSUnitsareused)

                forallintersectiontypes.Previousmodellingconstraintsonapplicationoflanewidth(5metresatsignals,6

                metresatroundabouts)stillapply.
                Someinternalpedestriantimingparametersarerecalculatediftheuserspecifiesapedestrianminimumtime

                ratherthanusingtheprogram-calculatedminimum.Thisallowstheprogramtoacceptinputofagreaterrangeofpedestrianminimumtimes

                withouterrors.
                Messagesforphasing-relatederrorsencounteredduringprocessinghavebeenimproved.
                Capacitycalculationsforcontinuousandprioritymovementsatroundaboutsandsigncontrolledintersections

                havebeenmodifiedtouseaconsistentadjustmentmethodforheavyvehiclesandturningvehicles.
                "From-To"phasecalculationshavebeenenhancedtocoversomeunusualphasingcases.
                MorecomprehensiveerrorchecksrelatedtoAll-WayStopControlhavebeenintroduced.Approacheswithmorethanthreelaneswillnotbeprocessed,andan

                attempttocreateanAll-WayStopControlledintersectionbychangingallapproachesataTwo-WayStopControlledintersectiontostopcontrolwillgiveanerror.
                +ImportingofDATFilesCreatedByOlderSIDRAVersions
                Improvementshavebeenmadetoallowimportingofolderversiondatafileswithunusualfeaturesthatcould

                notpreviouslybeimported.
                Previously,olderversiondatafilesthatusedthe"ConstantSaturationFlow"facility(removedinVersion3.0)

                couldnotbeprocessed.AnyConstantSaturationFlowspecificationwillnowbeignoredintheimportprocess.

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