Leica-geosystems TPS1100 Professional Series - Applikation - Feldha User Manual

Application programs Field Manual 2EnglishVersion 2.1TPS1100 Professional Series50403020

10Area calculationTo calculate the area of the polygonTo store the displayed results if required.To add new points to the polygon.Returns to previous

11AreaArc segment: 3 point ARCThe first point of arc has already been measured orimported.Enter point Id and reflector height at the second point of a

12The first point of the arc has already been measured orimported.Enter point Id and reflector height at the end point of the arc.To measure or import

13AreaEnter the radius of the arc.Completes radius and returns to the dialog "MeasurePoint".F1F1F1F1F1CONTConfigurationCall the configuratio

14SHIFTProgram FlowConfiguration can only beaccessed in this first dialog.SHIFTF2F2F2F2F2CONFAREA\ Measure Point> Measure or import polygon pointsM

15AreaAREA\ ResultsMCCONT NEW STORE PLOTAREA\ 3 Point Arc> 3 Point ARC, second pointMCALL DIST REC CONT IMPORAREA\ 3 Point Arc> 3 Point ARC,

16Sets of AnglesIntroductionSets of Angles is used to measure directions to targets for whichcoordinates are not necessarily known. Distance measureme

17Sets ofanglesBasic procedureBefore starting Sets of Angles:Station set up and Orientation is optional (required if you want torecord grid coordinate

18Start Sets of Angles from the program menu.PROG MAIN MENU: PROGRAMSMCSETS\ SETS MENU1 Measure First Set2 Measure Further Sets3 Calculate Horizont

19Sets ofanglesEnter Point Id at first target point.If distances are measured: enter Refl. Ht. and check selection ofthe Prism Type at the bottom of t

2The quick way to start with the TPS1100 Programs.To use the equipment in the permitted manner, please refer to thedetailed safety instructions in the

20Second half of First Set: Face IITo complete first set, in Face II (required).2SETS\ Measure SetSet No. : 1Seq. No. : 1Face : IIPoint Id : 2Refl.

21Sets ofanglesMeasuring additional setsTo measure additional sets.You must measure at least two entire sets. You maymeasure up to a maximum of 64 tar

22Calculate Sets ResultsYou can calculate the results only after you have measured twoentire sets.The results are calculated individually for Horizont

23Sets ofanglesExample for Horizontal SetsTo display the results for horizontal directions:To store the Hz Set Results in the Meas Job and return to t

24Advanced FeatureResults anlaysis: Examplefor Horizontal SetsCall the results analysis for individual points and sets from theresults dialog.Point us

25Sets ofanglesConfigurationCall the configuration in the first application dialog.SETS\ SETS MENUMCSETS\ ConfigurationMeasMethod : >>MCSHIFTF2F

26Program FlowConfiguration can only beaccessed in this first dialog.SHIFTF2F2F2F2F2CONFTo quit the Program at any time.SHIFTF6F6F6F6F6QUITSETS\ Fir

27Sets ofanglesSETS\ Hz Set ResultsMCCONT STORE MORESETS\ SETS MENU1 Measure First Set2 Measure Further Sets3 Calculate Horizontal Sets4 Calculate V

28TraverseIntroductionTraverse allows multiple measurements (optionally in both faces) toTraverse Points and to carry the coordinates in the field.Tra

29TraverseBasic procedureStart the Traverse:Set StationEnter Point Id and reflector height at the first point.To search and import point coordinates f

3How to use this manual 4General functions 6Area 8Sets of Angles 16Traverse 28Local Resection 38COGO 42Auto Record 56Face Scanning 60DTM Stakeout 65Re

30Set Orientation to Backsight PointTrav\ Define Backsight PtData Job : FILE02.GSI A:Search for : PointId+E+NPoint Id : 500SEARC AZI INPUT SKIP VIEWM

31Traverse2Measure to next Traverse PointTo measure to next Traverse Point.Enter the point Id and Reflector Height at Traverse Point.To measure and re

32Occupy next Traverse Station1The instrument has been set up on the next traverse station.Enter Instrument Height.Enter Reflector Height at Backsight

33TraverseClose Traverse and ComputeClosure Results4To close traverse on known point.Enter the closing Point Id (the closing point is the lastmeasured

34Advanced Feature:To Measure to a Sideshot Point3To measure to a Sideshot Point.Enter the Point Id and Reflector Height at Sideshot Point.To measure

35TraverseConfigurationTrav\ Traverse MenuMCPROGF2F2F2F2F2CONFTwo Faces Single or two faces measurement.Mult.Meas Multiple measurement to a single tar

36Program FlowConfiguration can only beaccessed in this first dialog.SHIFTF2F2F2F2F2CONFTrav\ Start Traverse> Define station Id + coord.MCSEARC R

37TraverseTo quit the Program at any time.SHIFTF6F6F6F6F6QUITTrav\ Occupy Traverse Pt> Setup on Traverse Point. Orientation to Backsight = las

38Local ResectionLocal Resection is a resection in a local coordinate system.The station coordinates and the Hz-circle orientation at the stationare c

39LocalResection MAIN MENU: PROGRAMSMCLocal ResectionStart Local Resection from the program menu.Enter the station Id and the instrument height.PRO

4 MAIN MENU: PROGRAMSMCHow to use this manualThis manual gives step by step instructions for the basic uses ofthe TPS1100 field programs and explai

40LRes\ STATION DATAMCDialog for the Local Resection results.To record the Local Resection results.To set the station local coordinates and orientatio

41LocalResectionConfiguration can only beaccessed in this first dialog.F2F2F2F2F2CONFSHIFTTo quit the Program at any time.F6F6F6F6F6QUITSHIFTProgram F

42COGOProgram for Coordinate Geometry calculations.Before starting COGO:The station must be set up and oriented. MAIN MENU: PROGRAMSPROGCOGO\ COGO

43COGOTraverse To calculate coordinates, given the azimuth and thedistance from a known point.Intersections To calculate intersections given- Bearings

44InverseStart the COGO function Inverse from the COGO MenuCOGO\ COGO MenuEnter the Point Id of the first point.To search and import point from data j

45COGOTraverseStart the COGO function Traverse from the COGO MenuCOGO\ COGO MenuCOGO\ TraverseDirection to traverseAzimuth : 00°00'00''

46Offset + to the right of theazimuth directionOffset – to the left of theazimuth directionCOGO\ TraverseDistance to traverseHoriz.Dist : 45.343 mOffs

47COGOIntersectionsStart Intersections from the COGO menu and choose one of thefollowing three methods to calculate intersections.Known: coordinates o

48Given: Horiz. Distance #1Horiz. Distance #2Distance-Distance1100pr71NE21Horiz.Dist. #1Horiz.Dist. #2I2I11100pr71Given: Coord. of Pt. #3Coord. of Pt.

49COGOBearing-BearingStart Bearing-Bearing from the intersection menuEnter Point Id of first point.COGO\ 1st Bearing FromMCF1F1F1F1F1SEARCEnter Azim

5Symbols used in thesequence of operationPROGF1F1F1F1F1ALLPress the fixed key PROG.User input is necessary.Press the function key F1 to activate the f

50Distance-DistanceStart Distance-Distance from the intersection menuEnter Point Id of first point.COGO\ 1st Distance FromMCF1F1F1F1F1SEARCEnter hor

51COGOIntersection by PointsStart Intersection by Points from Intersections menu.Enter Point Id of first point of first line.To search and import poin

52OffsetsDistance-OffsetStart Offset from the COGO menu, then Distance--Offset from theOffset Menu.COGO\ COGOMCCOGO\ OffsetsMCCOGO\ Baseline Start Pt

53COGOCOGO\ New Point coord.Point Id : 3East : 100.23 mNorth : 123.45 mElev. : ----- mMCSet point by Dist-OffsetStart "Set point by Dist--Offset

543 Point ArcStart 3 Point Arc from the COGO Menu.COGO\ COGOMCEnter the first point of the arc.To search and import point from data job.Repeat operati

55COGOConfigurationCall the configuration in the first application dialog.COGO\ COGO MenuMCCOGO\ ConfigurationDirec. Type : AZIMUTHMCTo exit the confi

56Auto RecordAuto Record is especially designed for instruments with ATR.It is used to automatically record measurement data, based onfollowing record

57AutoRecordBasic procedureBefore starting Auto Record:The station must be set up and oriented.You set the time between measurementsYou set the distan

58 MAIN MENU: PROGRAMSMCStart AutoRec from the program menu.Enter Point Id of starting point and reflector height.Aim at the reflector.To start Aut

59AutoRecordAREC\ Auto RecordMCConfigurationSHIFTF2F2F2F2F2CONFF1F1F1F1F1CONTCall the configuration in the first application dialog.To exit configurat

6General functionsMeasurement optionsThis chapter explains common functions that are used in almost allprograms (see also Quick Start).AREA\ Measure P

60Face ScanningFace Scan automates the process of measuring a sequence ofpoints along a vertical face. The boundaries of the window ofinterest and the

61FaceScanningStart Face Scan from the program menu.Window boundaries MAIN MENU: PROGRAMSMCSCAN\ Aim 1st CornerPoint Id : ST1MCSCAN\ Parameter Set

62Enter the distance tolerance (Dist. Tol): if the distance differencebetween measured and previous points exceeds the tolerance, themeasured point wi

63FaceScanningConfigurationConfiguration can only be accessed in this first dialog.SCAN\ Aim 1st cornerMCSCAN\ ConfigurationRed Laser : OFFMCTo exit t

64Program FlowConfiguration can only beaccessed in this first dialog.F2F2F2F2F2CONFSHIFTTo quit the Program at any time.F6F6F6F6F6QUITSHIFTSCAN\ Aim 1

65DTMStakeoutDTM StakeoutThis program compares a field measurement against a storedDigital Terrain Model to calculate and display the Cut or Fillbetwe

66Basic ProcedureStart DTM Stakeout from the program menu.Select the filename for the DTM. The file must be in the "\DTM"directory on the PC

67DTMStakeoutF2F2F2F2F2DISTDTMSO\ MeasurePoint Id : 1Refl.Ht. : 1.650 mHz : 208.8481 gV : 75.4698 gHoriz Dist : 52.615 mHt. Diff. : 0.846 mALL DIST RE

68Reference PlaneReference Plane is used to measure points in reference to adefined plane.The plane is defined by 2-10 points. Two points define a ver

69ReferencePlaneCoordinate SystemLocal CoordinatesA "local" system is definedindependent of the currentinstrument orientation byentering loc

7Search Point DialogThis dialog allows you to:• Import the coordinates of a point from a data job or,• Enter the coordinates of a point manually.First

70Local SystemStart Local Plane from the Reference Plane MenuEnter Point Id and reflector height of the first plane definitionpoint.To measure and rec

71ReferencePlaneREFP\ Define Local PlaneNo. of Pts : 4s0 : 0.015 mEnter local coord of 1st Pt.X-Coord. : 0.000 mZ-Coord. : 0.000 mCONT ADD P MORE NE

72REFP\ Reference PlanePoint Id : 5Refl. Ht : 0.000 mX-Coord. : 2.001 mY-Coord. : 0.000 mZ-Coord. : 1.521 m∆∆∆∆∆d : ----- mALL DIST REC CONT DEFMCX

73ReferencePlaneInstrument SystemIn an Instrument system plane-coordinates are instrumentcoordinates. Point measurement is identical to Local System.T

74All coordinates are updated with telescope movement. If a distanceis measured, ∆d is calculated.Measure on planeF6F6F6F6F6QUITSHIFTF1F1F1F1F1ALLF3F3

75ReferencePlaneAdvanced Feature:Result AnalysisCall the result analysis dialog from the plane definition dialog toview the deviation of each point fr

76ConfigurationSHIFTF2F2F2F2F2CONFCall the configuration from the first application dialog.REFP\ Reference PlaneMCREFP\ ConfigurationMax ∆∆∆∆∆d

77ReferencePlaneProgram FlowConfiguration can only beaccessed in this dialog.SHIFTF2F2F2F2F2CONFTo quit program anytime.SHIFTF6F6F6F6F6QUITREFP\ D

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8AreaCalculates the area of a closed polygon which can be defined bystraight lines and arcs.The polygon points can be directly measured, imported from

9Area MAIN MENU: PROGRAMSSegs Meas. : 0Point Id : 1MCPolygon with straigth segmentsStart Area from the program menu.PROGF1F1F1F1F1ALLF6F6F6F6F6IMPO