Leica TPS400 Series User Manual

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Free StationThe application "Free Station" is used to determinethe instrument position from measurements to aminimum of two known points and a maximum offive known points.The following measurements sequences totarget points are possible:1. Hz- and V-angles only (resection)2. Distance and Hz- and V-angle (3 pointresection)3. Hz- and V-angles to some point(s) and Hz- andV-angle plus distance to other point(s).The final computed results are Easting, Northingand Height of the present instrument station,including the instruments Hz-circle orientation.Standard deviations and residuals for accuracyassessments are provided.For the calculation of the station, measured targetpoints can be re-measured, disabled and againenabled.<strong>TPS400</strong>-5.0.1en60 Programs
Measuring facilitiesSingle face I or II or dual face I + II measurementsare always possible. No specific point sequence orspecific face sequences are required.Gross errors checks are made for dual facemeasurements to ensure the same point(s) aresighted with the other face.If a target point is measured several times inthesame telescope position the last valid measurementis used for computation.Measurement restrictions:• 2 face measurementsWhen measuring the same target in both faces,the reflector height may not be altered whenchanging the telescope position.• Target points with 0.000 heightTarget points with 0.000 height are discarded forheight processing. If target points have a validheight of 0.000 m, use 0.001 m to enable it forheight processing.Computation procedureThe measuring procedure automatically determinesthe method of evaluation, e.g. resection, 3 pointresection, etc.If more than the minimum required measurementsare performed, the processing routine uses a leastsquares adjustment to determine the plan positionand averages orientation and heights.1. The original averaged face I and face IImeasurements enter the computation process.2. All measurements are treated with the sameaccuracy, whether these are measured in singleor dual face.3. Easting and northing is determined by themethod of least squares, including standarddeviation and improvements for Hz-directionand horizontal distances.4. The final height (H) is computed from averagedheight differences based on the originalmeasurements.5. The Hz-circle orientation is computed with theoriginal averaged face I and face II measurementsand the final computed plan position.Programs61<strong>TPS400</strong>-5.0.1en
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Validity of this manualDescriptionG
Page 8 and 9:
Shipping ..........................
Page 10: Special features• Easy and quickl
Page 17 and 18: Power SupplyUse the Leica Geosystem
Page 19 and 20: Fixed keys[PAGE] Scrolls to next pa
Page 21 and 22: Incorrect resultReflectorlessBe sur
Page 23 and 24: SoftkeysUnder softkeys, a selection
Page 25 and 26: Menu tree[MENU] > - Confirm menu se
Page 27 and 28: Inserting / Replacing Battery2. Rem
Page 29 and 30: External power supply for totalstat
Page 31 and 32: Careful handling of tripod• Check
Page 33 and 34: Levelling up with the electronic le
Page 35 and 36: Input mode - method 1In entry mode,
Page 37 and 38: Inserting charactersIf a character
Page 39 and 40: Character setEntry mode contains th
Page 41 and 42: Wildcard searchThe Wildcard search
Page 43 and 44: FNC KeyUnder [FNC] several function
Page 45 and 46: Enter offset values!Trav. Offset: 0
Page 47 and 48: 5 [ALL] Completes the measurement a
Page 49 and 50: Procedure:1. Measure to first prism
Page 51 and 52: Setting StationEach coordinate comp
Page 53 and 54: Orientation coordinates can be eith
Page 55 and 56: Useful information• If the orient
Page 57 and 58: SurveyingWith the program Surveying
Page 59: Orthogonal Stake outThe position of
Page 63 and 64: [AddPt] Input another backsight poi
Page 65 and 66: [Disable]/[Enable]Excludes/includes
Page 67 and 68: Reference LineThis program facilita
Page 69 and 70: REFERENCE LINE - MAIN 1/2Length : 1
Page 71 and 72: Example "relative to first referenc
Page 73 and 74: + The stake out point is higher tha
Page 75 and 76: Softkeys - radial method:[NewPt 1]
Page 77 and 78: 1. Determine area points[ALL] Start
Page 79 and 80: Remote HeightPoints directly above
Page 81 and 82: Measured point height is above line
Page 83 and 84: Inverse & TraverseTraverseInversed1
Page 85 and 86: Distance - DistanceBy PointsTPS800_
Page 87 and 88: Plane OffsetP2ExtensionThe "Extensi
Page 89 and 90: P4P5XZOff+XZMeasured point. This po
Page 91 and 92: Offset:X:Z:[New Tgt][STAKE][New Pla
Page 93 and 94: SettingsThis menu enables extensive
Page 95 and 96: BeepThe beep is an acoustic signal
Page 97 and 98: gon possible angle values: 0 gon to
Page 99 and 100: RL-StandardFor distance measurement
Page 101 and 102: [SCALE]Scale of projection.[ATMOS]I
Page 103 and 104: File ManagementThe File Manager con
Page 105 and 106: [DELETE] Starts deleting process wi
Page 107 and 108: CalibrationsDetermining Line-of-sig
Page 109 and 110: Hz-collimationV-indexDisplay adjust
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COMM ParametersFor data transfer be
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System InfoDisplays helpful informa
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Care and StorageTransportWhen trans
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If the product becomes wet, leave i
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Checking and adjustingTripodCircula
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Depending on brightness and surface
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• Use of products with obviously
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Hazards of Use WARNINGThe absence o
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Precautions:Adhere to the instructi
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Laser classificationGeneralThe foll
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LabellingType: TC.... Art.No.: ....
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WARNINGPotential hazards are not on
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Type: TC.... Art.No.: ......Power:
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Laser plummetThe laser plummet buil
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1) Exit for laser beam2) Laser beam
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FCC Statement (Applicable in U.S.)
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Technical DataTelescope• Transit
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• External supply(via serial inte
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Distance measurement (RL: Reflector
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Atmospheric correctionThe distance
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Reduction formulaeThe instrument ca
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International Limited Warranty, Sof
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IndexAAbbreviations ...............
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GSI-coding ........................
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Parity ............................
Page 161 and 162:
ZZenith ...........................
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Leica TPS400 Series User Manual

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