Leica TPS700 Series Field Manual - Surveying Equipment

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Start-Up Programs158JobJob = Job nameOper = Observer nameRem1 = Comment 1Rem2 = Comment 2Date = DateTime = TimeStationStn = Station numberE0 = Station co-ordinate(Easting)N0 = Station co-ordinate(Northing)H0 = Station heighthi = Instrument heightOrientationTarget Point (1):PtID(1) = Point IDE(1) = EastingN(1) = NothingH(1) = HeightMeasurement (1):PtID(1) = Point IDHz(1) = Horizontal angleV(1) = Vertical angle(1) = Measured slopedistancehr(1) = Reflector heightTarget Point (n):PtID(n) = Point IDE(n) = EastingN(n) = NorthingH(n) = HeightMeasurement (n):PtNr(n) = Point IDHz(n) = Horizontal angleV(n) = Vertical angle(n) = Measured slopedistancehr(n) = Reflector heightResults:PtID(1) = Point ID of thefirst target pointBrg = Calculated azimuthbetween the stationco-ordinates and thefirst target point(based on thetelescope face inwhich orientationwas performed)
NoPts = Number of targetpoints usedHzCor = Hz circlecorrectionSt Dev = Standarddeviation of theHz circlecorrectionFace = Telescope facein whichorientation wasperformedResiduals:Hz = Residual for thehorizontal angle= Residual for thehorizontal distance= Height residualApplicationsMeasuring ApplicationMeasurement:PtNr = Point IDHz = Horizontal angleV = Vertical angle= Measured slopedistancehr = Reflector heightSurvey ApplicationMeasurement:PtNr = Point IDHz = Horizontal angleV = Vertical angle= Measured slopedistancehr = Reflector height159
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Version 2.1EnglishLeica TPS700 Seri
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View of chaptersPoint Numbers and P
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Applications 46Introduction 46Surve
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Point Numbers and Point SearchIncre
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Point search is always startedwith
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EDM SettingsThe EDM settings contai
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Prism typeOpen the function in the
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Leica Geosystems PrismsConstants[mm
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OffThe automatic Guide Light EGL is
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Refraction correctionThe refraction
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FunctionalityThe built-in Automatic
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Automatic Reflector SearchIf the re
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Change EDMDirect call up of the "Ch
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4. Store with measureddata of the
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TrackingShortcut to the function "T
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Delete Last RecordShortcut to the f
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REC (Storing)Actual measured data i
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Error messages:"SET A JOB FIRST""NO
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All subsequent recordeddata is stor
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Set ManuallyIf an entered point num
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OrientationThis program enables ano
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ORI(max.5Pt): 1/ 1/3BsPt : 201BsBrg
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Useful Information• If the orient
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The following programs areavailable
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Measuring display 1Measuring displa
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The final computed results areEasti
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Computation ProcedureThe computatio
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FREE STATION 0/ 2/2PtID : ABC1Hz :
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2nd page:Displays standarddeviation
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Error MessagesMessagesMeaningSelect
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Setting OutSetting Out Coordinates
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Polar SetoutNormal indication of po
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2. starts the point search andfinds
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1. Polygonal Methods (A-B, B-C)TC70
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2. Radial Methods (A-B, A-C)TC700Z1
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Reference LineThis program facilita
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Reference LineThe base line can be
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Triggers a distancemeasurement.Meas
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Offset input:INPUT LINE&OFFSETPtID
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Sets of Angles MeasurementsIntroduc
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Selecting Sets of Angles functionsT
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If the set limit isexceeded during
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Define target listIn this part of t
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The measurement display is setup as
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Switching functions onand off (e.g.
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Start with setIn the first line the
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Calculating the Hz-directionsThe fo
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Examples and formulas usedPt#/Statu
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Average error of a direction measur
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a = A direction averaged and measur
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TC700Z34Polygonal length, fromstart
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ResultsAREA RESULTNoPts : 15Area :
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Procedure1. Open the start dialog.S
Page 107 and 108: Further displaysChange to further d
Page 109 and 110: Preparing a code listWith the compu
Page 111 and 112: Code List SelectionAll codes in the
Page 113 and 114: Error messagesMessagesAttrib. canno
Page 115 and 116: Quick CodeUsing the quick code func
Page 117 and 118: Menu+SYSTEM MENUDATA MANAGER1 Meas/
Page 119 and 120: Data ManagerThe Data Manager contai
Page 121 and 122: If "A*" is entered, all data forwhi
Page 123 and 124: JobJobs are a summary of data ofdif
Page 125 and 126: Delete MemoryIndividual jobs or com
Page 127 and 128: Data DownloadWith this special func
Page 129 and 130: Messages and WarningsMessagesData S
Page 131 and 132: Quick Settings"Quick Settings" are
Page 133 and 134: BeepThe beep sounds after each keyp
Page 135 and 136: USER-KeyAllocation of a function fr
Page 137 and 138: DSP-HeaterOnIs automatically activa
Page 139 and 140: Slope%--.--%71°34'45°+300%+100%Th
Page 141 and 142: UnitsMEASUREMENT UNITSAngle : 400go
Page 143 and 144: Interface plug connections:5 41 321
Page 145 and 146: Buttons:Measurements are triggerede
Page 147 and 148: Determining The Line-Of-Sight Error
Page 149 and 150: 4. Change telescope position andaim
Page 151 and 152: After the first measurement iscompl
Page 153 and 154: Possible Messages when Determining
Page 155 and 156: System-InfoUseful information which
Page 157: Saving DataThe following categories
Page 161 and 162: Area ApplicationMeasurement (1):PtN
Page 163 and 164: Orientation results:PtID(1) = Point
Page 165 and 166: Sets Hz ResultsActive Sets = Number
Page 167 and 168: Sets Dist ResidualsPtID = Point IDS
Page 169 and 170: Fixed Points (Coordinates)RS232GSI-
Page 171 and 172: DData .............................
Page 173 and 174: MManual code input ................
Page 175 and 176: TTarget Offset ....................
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Leica TPS700 Series Field Manual - Surveying Equipment

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