Leica TPS700 Series Field Manual - Surveying Equipment

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Check Tie32Shortcut to the function"CHECK TIE".Calculation and display of theslope and horizontal distance,height difference, azimuth, andco-ordinate differences betweenthe last two measured points.Valid distance measurements arerequired for the calculation( , ).NAziTC700Z91CHECK TIEBrg:85°19'35": 9.011 m: 9.059 mE :8.768 mN :2.077 m: 0.939 mImportant MessagesLess than 2 valid measurements!MeaningThe values cannot be calculatedas there exist less than 2 validmeasurements.
REC (Storing)Actual measured data isstored by "REC" to theinternal memory or via theserial interface.By activating "REC" the followingactions are carried out:• Recording a measurementblock.• Incrementing of current pointnumber.Distance - UnitDirect call up of the"Dist-unit US-ft"function.From the current unit measures(e.g. meters) "US feet"- units areswitched to and vise-versa.33
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: Delete Last RecordShortcut to the f
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 and 56: FREE STATION 0/ 2/2PtID : ABC1Hz :
Page 57 and 58: 2nd page:Displays standarddeviation
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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