Leica TPS700 Series Field Manual - Surveying Equipment

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Results56This dialog shows the finalcomputed station co-ordinatesand instrument height.FREE STATION RESULT 1/2Stn:PEG1E0 : 14757687.345 mN0 : 16934025.602 mH0 :1243.932 mInHt :1.576 m 1st page (display of station coordinatesand instrument height)Stn = Name of occupied stationE0 = Computed station EastingN0 = Computed station NorthingH0 = Computed station Heighthi= Instrument heightSets the displayed co-ordinatesand instrument height as a newstation.Displays the residuals.Quits the application "FREESTATION" without setting thenew station data to the system.If the instrument heightwas set to 0.000 in thesetup screen, then the stationheight refers to height of trunnionaxis.
2nd page:Displays standarddeviationsFREE STATION RESULT 2/2#Pts : 3s.Dev E : 0.012 ms.Dev N : 0.120 ms.Dev H : 0.035 ms.DevAng : +0°00'23" Pts= Number of measuredpointss.Dev E = Standard deviationStation Eastings.Dev N = Standard deviationStation Northings.Dev H = Standard deviationStation Heights.DevAng= Standarddeviation circleorientationSET>Sets the displayed coordinatesand instrument height as a newstation.Displays the residuals.Quits the application "FREESTATION" without setting thenew station data to the system.57
Page 1 and 2:
Version 2.1EnglishLeica TPS700 Seri
Page 3 and 4:
View of chaptersPoint Numbers and P
Page 5 and 6: Applications 46Introduction 46Surve
Page 7 and 8: Point Numbers and Point SearchIncre
Page 9 and 10: Point search is always startedwith
Page 11 and 12: EDM SettingsThe EDM settings contai
Page 13 and 14: Prism typeOpen the function in the
Page 15 and 16: Leica Geosystems PrismsConstants[mm
Page 17 and 18: OffThe automatic Guide Light EGL is
Page 19 and 20: Refraction correctionThe refraction
Page 21 and 22: FunctionalityThe built-in Automatic
Page 23 and 24: Automatic Reflector SearchIf the re
Page 25 and 26: Change EDMDirect call up of the "Ch
Page 27 and 28: 4. Store with measureddata of the
Page 29 and 30: TrackingShortcut to the function "T
Page 31 and 32: Delete Last RecordShortcut to the f
Page 33 and 34: REC (Storing)Actual measured data i
Page 35 and 36: Error messages:"SET A JOB FIRST""NO
Page 37 and 38: All subsequent recordeddata is stor
Page 39 and 40: Set ManuallyIf an entered point num
Page 41 and 42: OrientationThis program enables ano
Page 43 and 44: ORI(max.5Pt): 1/ 1/3BsPt : 201BsBrg
Page 45 and 46: Useful Information• If the orient
Page 47 and 48: The following programs areavailable
Page 49 and 50: Measuring display 1Measuring displa
Page 51 and 52: The final computed results areEasti
Page 53 and 54: Computation ProcedureThe computatio
Page 55: FREE STATION 0/ 2/2PtID : ABC1Hz :
Page 59 and 60: Error MessagesMessagesMeaningSelect
Page 61 and 62: Setting OutSetting Out Coordinates
Page 63 and 64: Polar SetoutNormal indication of po
Page 65 and 66: 2. starts the point search andfinds
Page 67 and 68: 1. Polygonal Methods (A-B, B-C)TC70
Page 69 and 70: 2. Radial Methods (A-B, A-C)TC700Z1
Page 71 and 72: Reference LineThis program facilita
Page 73 and 74: Reference LineThe base line can be
Page 75 and 76: Triggers a distancemeasurement.Meas
Page 77 and 78: Offset input:INPUT LINE&OFFSETPtID
Page 79 and 80: Sets of Angles MeasurementsIntroduc
Page 81 and 82: Selecting Sets of Angles functionsT
Page 83 and 84: If the set limit isexceeded during
Page 85 and 86: Define target listIn this part of t
Page 87 and 88: The measurement display is setup as
Page 89 and 90: Switching functions onand off (e.g.
Page 91 and 92: Start with setIn the first line the
Page 93 and 94: Calculating the Hz-directionsThe fo
Page 95 and 96: Examples and formulas usedPt#/Statu
Page 97 and 98: Average error of a direction measur
Page 99 and 100: a = A direction averaged and measur
Page 101 and 102: TC700Z34Polygonal length, fromstart
Page 103 and 104: ResultsAREA RESULTNoPts : 15Area :
Page 105 and 106: 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 and 158:
Saving DataThe following categories
Page 159 and 160:
NoPts = Number of targetpoints used
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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