测绘工程专业英语翻译第三章.docx
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测绘工程专业英语翻译第三章.docx
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测绘工程专业英语翻译第三章
DistanceMeasurement
Oneofthefundamentalsofsurveyingistheneedtomeasuredistance.Distancesarenotnecessarilylinear,especiallyiftheyoccuronthesphericalearth.InthissubjectwewilldealwithdistancesinEuclideanspace,whichwecanconsiderastraightlinefromonepointorfeaturetoanother.Distancebetweentwopointscanbehorizontal,slope,orvertical.
Horizontalandslopedistancescanbemeasuredwithlotsoftechniquesofmeasurementdependingonthedesiredqualityoftheresult.Ifthepointsareatdifferentelevations,thenthedistanceisthehorizontallengthbetweenplumblinesatthepoints.Heregivesabriefsummaryofrelevanttechniquesandtheirrespectiveaccuracies:
PacingandOdometer
Pacingisaveryusefulformofmeasurementthoughitisnotprecise,especiallywhensurveyorsarelookingforsurveymarksinthefield.Pacingcanbeperformedatanaccuracylevelof1/100~1/500whenperformedonhorizontalland,whiletheaccuracyofpacingcan’tberelieduponwhenpacingupordownsteephills.Theodometerisasimpledevicethatcanbeattachedtoanyvehicleanddirectlyregistersthenumberofrevolutionsofawheel.Withthecircumferenceofthewheelknown,therelationbetweenrevolutionsanddistanceisfixed.
OrdinaryTapingandPreciseTaping
Tapingisaverycommontechniqueformeasuringhorizontaldistancebetweentwopoints.Ordinarytapingreferstotheverycommontapesthatwecanbuytheminstores,suchastheplastictapesorpolytapes.Suchtapeshavelowprecisionindistancemeasurementswithabout1/3000~1/5000.Theprecisetapingreferstothesteeltapesandwhicharemuchmoreexpensivethantheplastictapeandhavehigherprecisionof1/10000~1/30000.Invartapesarecomposed35%nickeland65%steel.Thisalloyhasaverylowcoefficientofthermalexpansion,makingthetapesusefulinprecisedistancemeasurement.Manytapesarenowgraduatedwithfootunitsononesideandmetricunitsonthereverseside.Metricunitsareinmeters,centimeterandminimeterwiththetotallengthof20m,30m,50mand100m.
IfwewanttomeasurethehorizontaldistancebetweenthetwopointsAandB,wecandolikethis:
WithzeroofthetapetothehigherpointBandtapegoingalongthepointA,wecanmeasurethehorizontaldistancebyusingtheplumbbobwithpumplineenteringtothepointA.Tojudgetheexacthorizontalline,weshouldmovethetapeupanddownalongthepumplineandwewillfindthechangesofreadinginthetape.Theshortestreadingofthetapeisthehorizontaldistance.Ifthedistanceislongerthanthelengthoftape,thenwecandividethelongdistanceintoseveralsegmentsandgetthetotaldistancebypluseachsegmenttogether.Sincedifferenttapeshavedifferentstartsofzeroofthetapes,itisveryimportanttojudgewherethezeroofthetapebegins.
TacheometryandStadia
Tacheometryisanopticalsolutiontothemeasurementofdistance.ThewordisderivedfromtheGreekTacns,meaning“swift”,andmetrot,meaning“ameasure”.Tacheometryinvolvesthemeasurementofarelateddistanceparametereitherbymeansofafixed-angleintercept.Theodolitetacheometryisanexampleofstadiasystem.Thetheodoliteisdirectedatthelevelstaffwherethestaffisheldverticallyandthelineofsightofthetelescopeishorizontal.ByreadingthetopandbottomstadiahairsonthetelescopeviewandthenthehorizontaldistancefromcenterofinstrumenttorodcanbeobtainedbymultiplyingthestadiaintervalfactorKbythestadiaintervalandplusthedistanceCwhichisfromthecenterofinstrumenttoprincipalfocus,i.e.D=Ks+C.UsuallythenominalstadiaintervalfactorKequals100whichisaconstantforaparticularinstrumentaslongasconditionsremainunchanged,butitmaybedeterminedbyobservationinpractice.ThevalueofCisdeterminedbythemanufacturerandstatedontheinsideoftheinstrumentbox.Forexternal-focusingtelescopes,underordinarycondition,Cmaybeconsideredas1ftwithouterrorofconsequence.Internal-focusingtelescopesaresoconstructedthatCis0ornearlyso;thisisanadvantageofinternal-focustelescopesforstadiawork.Mostinstrumentsnowusedforstadiaareequippedwithinternal-focusingtelescopes.
Applicationsoftacheometryincludetraversingandlevelingforthetopographicsurveys,locationofdetailsurveys,levelingandfieldcompletionsurveysforthetopographicmapping,andhydrographicmapping.Therelativeprecisionis1:
1000to1:
5000.
Stadiaisaformoftacheometrythatusesatelescopiccross-hairconfigurationtoassistindeterminingdistances.
Aseriesofrodreadingsistakenwithatheodoliteandtheresultantintervalsareusedtodeterminedistances.
ElectronicDistanceMeasurement(EDM)
TheElectronicDistanceMeasurement(EDM)wasfirstintroducedin1950sbythefoundersofGeodimeterInc.TheadventofEDMinstrumenthascompletelyrevolutionizedallsurveyingprocedures,resultinginachangeofemphasisandtechniques.Distancecannowbemeasuredeasily,quicklyandwithgreataccuracy,regardlessofterrainconditions.
EDMinstrumentsrefertothedistancemeasurementequipmentsusinglightandradiowaves.Bothlightwavesandradiowavesareelectromagnetic.
Theyhaveidenticalvelocitiesinavacuum(orspace)to299,792.458±0.001km/sec.
Thesevelocities,whichareaffectedbytheair’sdensity,arereducedandneedtoberecalculatedintheatmosphere.ThebasicprincipleofEDMinstrumentsisthatdistanceequalstimemultipliedbyvelocity.Thusifthevelocityofaradioorlightwaveandtimerequiredforittogofromonepointtoanotherareknown,thedistancebetweenthetwopointscanbecalculated.
TheEDMinstrumentsmaybeclassifiedaccordingtothetypeandwavelengthoftheelectromagneticenergygeneratedoraccordingtotheiroperationalrange.
EDMinstrumentsusethreedifferentwavelengthbands:
(1)Microwavesystemswithrangeupto150km,wavelength3cm,notlimitedtolineofsightandunaffectedbyvisibility;
(2)Lightwavesystemswithrangeupto5km(forsmallmachines),visiblelight,lasersanddistancereducedbyvisibility;(3)Infraredsystemswithrangeupto3km,limitedtolineofsightandlimitedbyrain,fog,otherairborneparticles.
AlthoughthereisawidevarietyofEDMinstrumentsavailablewithdifferentwavelengths,therearebasicallyonlytwomethodsofmeasurementemployedwhichmaydividetheinstrumentsintotwoclassificationaselectro-optical(lightwaves)andmicrowaves(radiowaves)instruments.Thesetwobasicmethodsarenamelythepulsemethodandmorepopularphasedifferentmethod.Theyfunctionbysendinglightwavesormicrowavesalongthepathtobemeasuredandmeasuringthetimedifferencesbetweentransmittedandreceivedsignals,orinmeasuringthephasedifferencesbetweentransmittedandreceivedsignalsinreturningthereflectinglightwavetosource.
ModernEDMinstrumentsarefullyautomatictosuchanextentthat,aftertheinstruments,setupononestation,emitsamodulatedlightbeamtoapassivereflectorsetupontheotherendofthelinetobemeasured.Theoperatorneedonlydepressabutton,andtheslopedistanceisautomaticallydisplayed.MorecompleteEDMinstrumentsalsohavethecapabilityofmeasuringhorizontalandverticalorzenithanglesaswellastheslopedistance.Theseinstrumentsreferredtoastotalstationinstruments.
AngleandDirectionMeasurement
Horizontalandverticalanglesarefundamentalmeasurementsinsurveying.Itisnecessarytobefamiliarwiththemeaningsofcertainbasictermsbeforedescribingangleanddirectionmeasurement.Thetermsdiscussedherehavereferencetotheactualfigureoftheearth.
BasicTerms
Averticallineatanypointontheearth’ssurfaceisthelinethatfollowsthedirectionofgravityatthatpoint.Itisthedirectionthatastringwillassumeifaweightisattachedatthatpointandthestringissuspendedfreelyatthepoint.Atagivenpointthereisonlyoneverticalline.
Ahorizontallineatapointisanylinethatisperpendiculartotheverticallineatthepoint.
Atanypointthereareanunlimitednumberofhorizontallines.
Ahorizontalplaneatapointistheplanethatisperpendiculartotheverticallineatthepoint.Thereisonlyonehorizontalplanethroughagivenpoint.
Averticalplaneatapointisanyplanethatcontainstheverticallineatthepoint.Thereareanunlimitednumberofverticalplanesatagivenpoint.
HorizontalAngleandVerticalAngle
Ahorizontalangleistheangleformedinahorizontalplanebytwointersectingverticalplanes,orahorizontalanglebetweentwolinesistheanglebetweentheprojectionsofthelinesontoahorizontalplane.Forexample,observationstodifferentelevationpointsBandCfromAwillgivethehorizontalangle∠bacwhichistheanglebetweentheprojectionsoftwolines(ABandAC)ontothehorizontalplane.Itfollowsthat,althoughthepointsobservedareatdifferentelevations,itisalwaysthehorizontalangleandnotthespaceanglethatismeasured(Figure1).Thehorizontalangleisusedprimarilytoobtainrelativedirectiontoasurveycontrolpoint,ortopographicdetailpoints,ortopointstobesetout.
Averticalangleisananglemeasuredinaverticalplanewhichisreferencedtoahorizontallinebyplus(up)orminus(down)angles,ortoaverticallinefromthezenithdirection.Plusandminusverticalanglesaresometimesreferredtoaselevationordepressionangles,respectively.Averticalanglethusliesbetween0°and±90°.Zenithisthetermdescribingpointsonacelestialspherethatisasphereofinfinitelylargeradiuswithitscenteratthecenteroftheearth.
Thezenithisana
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- 测绘 工程 专业 英语翻译 第三