Calculation, Respective standard deviations | Leica 1000Z01 specification

Calculation	Calculates the orientation, the elevation and the
	respective standard deviations.

ORINT\ RESULTS <ROBUST>

14:03

Station no. :

10

No. of Pts. :

5

Inst.Height :

1.635

m

Easting

:

2134.234

m

Northing

:

4723.365

m

Elevation

:

521.643

m

S.ORI

S.HT

STORE

PLOT

MORE

MC

OH

Orientation :		2°12'34"
σElevation	:	0.010	m
σOrient	:	0°00'03"

HELP LSQRS

F1

F2

F3

F4

F5

F6

Station no	: Point number assigned to the station
No. of Pts	: Number of points measured
Inst.Height	: Instrument Height
Easting	: Easting of the station entered.
Northing	: Northing of the station entered.
Elevation	: Calculated elevation of the station
Orientation	: Oriented direction

σElevation : Standard deviation of the Elevation

σOrient : Standard deviation of the Orientation

Set orientation on the instrument. Note that once this key has been pressed it will not be possible to execute more measurements.

Set station elevation on the instrument. Note that once this key has been pressed it will not be possible to execute more measurements.

© Leica

TPS-System 1000 Programs-2.3.1en

31

Image 32

Leica 1000Z01 user manual Calculation, Calculates the orientation, the elevation, Respective standard deviations

Contents

Manual Card Programs Symbols used in this Manual View of chapters 205 Road Plus 249 File Editor 303 Monitoring 333 Index 341 Contents Introduction Measure Mode Results Configuration Select Stakeout Method Plot ConfigurationIntroduction Search Point Coarse Positioning Stakeout Remote Height 105 Hidden Point 111Area Computation of Area 117 Sets of Angles 129 Local Resection 165 Road line 171205 Road Plus 249 Index 341 File Editor 303Monitoring 333 Introduction General Installation in the PC Hardware and software required On the diskette bearing the label TPS 1000/2000/5000 TPS-WORKBENCH Diskette bearing the label TPS System Firmware Application programs ?????VVV.PRG ????? Maximum of 5 characters for name ApplicationCharacters for version release number System textsSYS?VVV.SS PrtxtVVV.LSP Orientation TIEVVV.LENetcRESECVVV.LENetc Stakeout STAKEVVV.LENetc Loading files into the TPS1000 instruments Applications Name Art.No Licence Code Version Language Menu Select the command Transfer files in the UtilitiesLoading system texts Loading application Programs Licence code Solving problems List Select Main Menu Licence code for TPS 1000 applications No. of application Licence code Remarks Units in this manual Preparation SettingsGeneral notes Data exchange Using the programInstrument field setup Calling up the program Designation of keys Target eccentricity Orientation and Height Transfer Introduction Target Point Enter the target point number and height of the reflector Point List Enter a maximum of 10 points. The same point can beRetrieved several times Return to the dialog Target Point Measure Mode Respective standard deviations CalculationCalculates the orientation, the elevation Can also disable points from the calculation More InformationDisplay the residuals of individual measurements. You Orientation or height as well as delete erroneous Use for Ht StatusPoint no Easting, Northing, Elevation Target coordinates used Plot Recalculate the result and return to the dialog Start the Configuration Editor from the Target Point dialog ConfigurationConfiguration Editor Two Faces User DispLog File Log FlName Dual-face Measurement Log fileData will always be appended to the specified Log File Record For each measurement, a record will be Resection This manual describes the Resection programTPS System 1000 theodolite series Pt2 00000 Enter station point number and height of the instrument Proceed to the dialog Target PoinT Start the ConfigurationStation Data Enter the target point number and height Reflector RESEC\ Measure MOD GSI This dialog the calculated station coordinates are Shown with the orientation TPS-System 1000 Programs-2.3.1en Start the Configuration Editor from the Station Data dialog TPS-System 1000 Programs-2.3.1en Data will always be appended to the specified Log-file For each measurement, a record willBe stored containing Station coordinates and orientation Typical log file entry in the Resection program Tie Distance Radial Mode TIED\ First Point TPS-System 1000 Programs-2.3.1en Results TPS-System 1000 Programs-2.3.1en Start the Configuration Editor from the First Point dialog TPS-System 1000 Programs-2.3.1en Log File FILE12.GSI Stakeout Introduction Search Point Coarse Positioning Line OffsetFor positioning are only displayed after two stakeout Points Target no AzimuthLine Offset Orthogonal Hz Angle STAKE\AZIMUTH & Distance Leica TPS-System 1000 Programs-2.3.1en Stakeout Polar Stakeout Dist Right Transversal displacementReflector. Positive in sign if point is Point is further away from station Longitudinal displacementReflector. Positive in sign if stakeout Stakeout with auxiliary points Target no Point number of the point to be staked Angle from the first auxiliary point to Stakeout pointDistance from the first auxiliary point To the stakeout point Stakeout from Coordinate Differences Leica TPS-System 1000 Programs-2.3.1en Stakeout M Select Stakeout MethodCoarse Meth Plot is generated of the stakeout situation with a list Numeric values, corresponding to 3D Stake Recording of design Coordinates, setout height and heightDifference in the log file Coordinates, setout coordinates und Typical log file entry in the Stakeout program Free Station Station Data Target Point Same point number can be used several times Without new input FREST\MEASURRE Mode GSI1403 Calculates the 3D station coordinates and orientation as Well as the standard deviation of the results Orient Standard deviation of the Orientation Can also disable points from the calculation of position Distance errorOr height as well as delete erroneous measured points Sequence number of the current point Easting, Northing, Elevation Target coordinates used Configuration. The station point is in the center Generates a plot showing the measurementTop of the sketch shows the direction of Grid north. Sketch is true in angular but not true in distances. Points FREST\ Configuration Leica TPS-System 1000 Programs-2.3.1en Height of station EastingNorthing Next Typical log file entry in the Free Station program Reference Line ΔPerp.l ΔLineΔSpat.dist Baseline Points Determine Base Points 1403 Puoint no Change the theodolite face Exit the program Alpha Height reference point ΔPerp.lngthLength of perpendicular Spatial distance 100 Line / α Height If set to Inter, the Line / a option is Configuration Each modification of baseline Reference line is stored 104 Remote Height Measure Base Point Point number of the base pointHorizontal direction from the remote Point to the base point 107 Slope dist 109 REMHT\ Configuration Hidden Point Reflector 1 + Reflector Reflector 3 + Reflector Start the Configuration Editor from the Measure dialog Measure ROD Configuration Measure Rod Point Point numberHorizontal direction to the hidden Slope. Dist System 1000 theodolite series Area Computation of AreaThis manual describes the Area program of the TPS Straight line 119 Arcs Ensure the central angle of any arc is always smallerThan 180 200 gon Three Points Select arc defined by 2 points and radius Exit the program Radius Arc Accept the input. Continue with dialog Measure Calculation Return to the dialog Results Area results recording formatShows a plot of the present area Set YES for dual-face measurement Code 126 Distance and azimuth are stored For each section of the area, startPoint and end point, horizontal 128 Sets of Angles Sets Menu Sets menu view Measure Mode Measure First SetA new instrument station. The point number for Targets must be entered in Dialog First SET ALL Dist Measure Further Set ΔHz Calculate Mode Calculate Horizontal and Vertical Sets Formats and Data Recording Number of measurements and accuracies Differences or residuals for the points observed Directions averaged from all valid setsCode Target number Average of all sets More Information SETS\ More Info HZ 139 Examples and used formulae MR= Σv² = ±2 1s-1 13-1 MM = = ±1 MR= Σv² = ±2 MM = = ±1 PtNr Face Average face Average d = d a +II a Used formulae and designations Start the Configuration Editor from the Sets Menu dialog Hz Tol Angle Tol Average horizontal and vertical Angles of all sets, the standardDeviation for one measurement Standard deviation of an angle 146 Traverse Traverse Menu Traverse menu New traverse Select method of orientation Calculate Azimuth Enter Backsight Azimuth Occupy station 154 Traverse Point / Sideshot Point Close traverse 157 Examples Codeblock with results of the traverse closure CodeNumber of traverse points Length of traverse sum of legs Plot Return to the dialog Closure Results Mult Meas Set YES for the multiple MeasurementNo for the single measurement Input of code number for recording Multiple Measurement Measurement to a point can be repeated as often asDesired to achieve a higher accuracy or reliability. Mean value of the measurements and the respective 162 Header line will contain the name This program, information aboutInstrument, the name of the data file Date and time 164 Local Resection LRES\ Station Data Target Points Station no LRES\ Configuration 170 Road line Manual describes the program Road Line forLeica TPS 1000 series Centre-line offset File name ALN?????.GSI File name PRF?????.GSIFile name CRS?????.GSI Permitted elements in the Hz-alignment Straight Permitted elements in cross sections Permitted elements in V-alignments StraightParabola Program concept Alignment Calculation program only Out or inspected in two dimensions. Without AlignmentSelection of files If no V-alignment is selected, points can only be set Checking files Are found, the inspection is aborted 177 Program flow Element Cross sections Selecting points in the cross section By this amount Horizontal displacement centre-lineOffset of the centre of the X-section Plot Returns to dialog Cross Section Stakeout ROADL\ Point Coords Section Check ROADL\ X-SECTION Check Display of results Chainage Result of the road station and offset is stored Start the Configuration Editor from the Select ALN Files dialog 189 Measurement 191 Data format Hz-alignment 193 Data block Lasttmpl 195 Example S-line with a straight connection 410001+Example1110002+00000000 00100000 73....+Tmpl0123 Alignment V-alignment definition = V-alignment 198 72 = 00000NON Example Crest and dip 410001+Example1 +0VALIGNM01142936 83..10+00422500 +02091126 83..10+00415000 Cross sections Aspect Chainage increasing 202 Empty Leica ROADDATA.EXE for providing setting-out data files Using the ROADDATA.EXE programRoad Data Entry program \roaddata Cogo 206 Direc. Type Call up the Configuration-Editor Computes distance and direction between two points Search Given Call up the function in the Cogo Menu dialog Horiz.Dist FromSouthwest From a known point TraverseComputes a new point given a direction and distance Call up the function from the Cogo Menu Defining direction by magnetic bearing QuadrantNortheast Polar calculation Multiply DivideAdd Subtract Defining direction by Azimuth Accept displayed values and proceed to dialogue Traverse Display of entered Azimuth ref. toDisplay of corrected Azimuth Defining horizontal distance Horiz DistEntering horizontal distance Call up of a distance which has been Display of entered horizontal distance Entering distance for a positiveCorrection Entering distance for a negative Following dialog box shows the result of the traverse Intersections Bearing-Bearing Intersection Call up the function from the menu Intersections Configuration during Direc.Type Enter quadrant First or secondStraight lines Enter magnetic bearing First or Configuration during Direc Enter bearing, mangnetic bearing respAzimuth if Azimuth is selected Type COGO\BRG-BRG Results Bearing-Distance Intersection SearchBearing-bearing coordinates S1 and S2 Y COGO\ Bearing from Enter quadrant Then the azimuth of the straight lineCan be entered Determining the direction by means of the function Resp. azimuth if Azimuth is Selected in the configuration duringEnter bearing, mangnetic bearing Call up of a radius which has been Enter distance from pointEntering radius COGO\ BRG-DIST Results Point 2 Y, X, radius Distance-Distance IntersectionPoint 1 Y, X, radius COGO\ Distance #1 from Enter distance from points COGO\ DIST-DIST Results Offsets Call up the function in the Cogo Menu Distance-Offset Baseline Start Point 1 YBaseline End Point 2 Y Lateral point 3 Y Call up the function from the menu Offsets Following dialog box shows the results Offset Display lateral deviation/ordinate Q Orthogonal point calculation Lateral point 3 coordinates Y 242 Using the function Polar Enter distance along baseline LEntering distance along baseline Call up of a distance along baseline Stored using the function Polar Enter lateral deviation/distance from start QEntering lateral deviation/distance From start Entering point number of the lateral Display of east coordinateDisplay of north coordinate Entering height optional Arc point 1 Y Three Point ArcCircle centre coordinates COGO\ First PT on ARC Following dialog box shows the results of the calculation Road Plus Alignment Definition Data Files 250 = crest + = dip Defined by chainage and heightParameters of parabola Creating Data Files Program Overview Number of points in a cross section Getting Started ROAD+\ Configuration 255 List Help Conf Horizontal alignment file contains the following elements Cross Section Definition Cross section CutNegative offset Positive offset Cross section Fill Cross Section Assignment File Cross Section name Starting Chainage Interpolation between cross sections Cross Section InterpolationInterpolation along a cross section Cross Section D Full Superelevation Cross Section C Superelevation/WideningSuperelvation governed by cross sections Station Equation File File Checking Stakeout Using Horizon- tal Offset Preparing for the example 265 266 Tutor 35.000 16.700 500 030 TypCut 16.630 Slope extends well beyond expected Catch PointTemplate SCLO ROAD+\ Chainage & Offset Hght Offset Access the cross section options Offset Interpolated Horizontal offset to apply to current Interpolated HorizontalPrevious Element Stakeout and Record point Activates the stakeout program 1403 Target no 00000 Dist 007 Height Stakeout Next point on Cross Section 276 Check Xsec Help 25.000 500 Easting 331.000 Northing 340.500 Elevation 31.200 Start Roadplus & Set Configuration Options Horizontal Offset Stake Out Summary Select Alignment Files Horizontal file must be selected Set offset value and select point to stakeout Stakeout the point Select new chainage Slope Staking Cross Section +200.000 CenterlinePlan View CL Offset Catch Point ΔXS Hgt Diff Catch Centr Help Plot 287 Slope Staking Menu Function Key Summary Reference Point 290 Data Formats Horizontal AlignmentFollowing geometric elements are supported Element Definition Declaration Alignment file Comments Example of a Horizontal Alignment Vertical Alignment Tangent Coordinate Km,H to Coordinate Km,HParabola length End of project Coordinate Km,H 00000EOP Vertical Alignment File Header Example of a vertical alignment file Cross Sections Geometric elements supportedElement Definition Header of the cross section file Example +TEMPLATE Header of the Cross Section Assignment file Cross Section AssignmentsElements supported Definition +CRSASKER Station Equations Elements supportedHeader of the Station Equation file Data block for a station equation is structured as follows 301 302 File Editor Creation of files Editing files It is possible to insert also a new data set Open file Start program File Editor from the MainMenu Programs dialog File Type Select type of file Coordinate, refer to chapter Coordinates Insert code block, see dialog Call function Insert Point Coordinates in menu Insert Record Goto start of file Goto end of file Save Call function Insert Code Block in menu Insert Sequence number of current pointInput of code number Info Start dialog Search in dialogs View / Edit File pages 307 Insert new Header, see dialog File Type Job IdFile Id Insert Curve In, see dialog Station Ele TypeRadius Template 315 Start dialog Search in the dialogs View / Edit Direction ForwardSearching for station Input of station chainage Search for station 0VALIGNM Display for the vertical alignment file Insert Tangent Insert Circular Curve Call function Insert Parabola in menu Insert ParameterInput of parabola parameter Input of elevation File pages 317 Template Display of cross section file ΔHz-Dist SO Ht diffCut/Fill Slope ratio File pages 322 Station Equation Input of job identificaton Display for the station equation file Back Sta. EqnAhead Start dialog Search in dialogs View / Edit File Pages 326 Cross-section Assignment Selection of relevant cross section file Display of section assignment fileCRS File Selection of template Input of start station for this template Pages 330 Station Input of station chainage Monitoring 334 Main menu Selecting points Measurement menu Points will be saved in the set measurement file Selecting the points to be measured Timer selection Point measurement End monitoring Index 342 343 Transfer Section Check 184 ISO standard 664901-2.3.1en