Leica TPS700 Series Field Manual - Surveying Equipment

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98Calculation of V-Sets of Angles:Pt. no. Face I Face II Average face I+II (a) Averaging (d) v = d-a v²1 87°13'58" 272°46'24" 87°13'47" 87°13'46" -1 12 88°42'12" 271°18'18" 88°41'57" 88°41'55" -2 43 89°44'22" 270°16'00" 89°44'11" 89°44'11" 0 04 91°06'47" 268°53'38" 91°06'34" 91°06'33" -1 11 87°14'01" 272°46'22" 87°14'49" -3 92 88°42'09" 271°18'20" 88°41'54" +1 13 89°44'27" 270°16'00" 89°44'13" -2 44 91°06'47" 268°53'40" 91°06'33" 0 01 87°14'01" 272°46'34" 87°13'43" +3 92 88°42'09" 271°18'20" 88°41'54" +1 13 89°44'23" 270°16'04" 89°44'09" +2 44 91°06'49" 268°53'42" 91°06'33" 0 0Σ V= -2Σ v 2 = 34
a = A direction averaged and measured in bothAverage error of a V-angle measured in both faces.s mR (Hz/V) = åv 2 v = d - a for V- direction.s-1faces.s mR (V) =b = A reduced direction averaged in both faces ofSv²34"= = ±2’’ a set.N*1 s-1 4*3-1d = Final direction averaged from all sets.Average error of a V- angle averaged from all sets. r = Difference between final and reduced setdirection for Hz-directionsq = Arithmetic average of the differences (r).s mR (V) 2"v = Improvements in the directionss mM(V) = = = ±1’’ s = Number of setsÖsÖ3If only one target with several sets were measured, N = Number of target pointsthen the standard deviation is calculated as follows: r = d - bv = r + q for Hz direction.The average error, s mM (Hz/V) is calclulated asalready shown above.Distance calculations:The calculations are done analogue to the "V-Setsof Angles".99
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Version 2.1EnglishLeica TPS700 Seri
Page 3 and 4:
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
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: Average error of a direction 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
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4. Change telescope position andaim
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After the first measurement iscompl
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Possible Messages when Determining
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System-InfoUseful information which
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Saving DataThe following categories
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NoPts = Number of targetpoints used
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Area ApplicationMeasurement (1):PtN
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Orientation results:PtID(1) = Point
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Sets Hz ResultsActive Sets = Number
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Sets Dist ResidualsPtID = Point IDS
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Fixed Points (Coordinates)RS232GSI-
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DData .............................
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MManual code input ................
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TTarget Offset ....................
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Leica TPS700 Series Field Manual - Surveying Equipment

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