Leica Photogrammetry Suite Project Manager

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Batch ProcessingThis appendix explains how you can set up your system for Batchprocessing. You can then set parameters for multiple output DTMsand load them into the Batch Wizard for execution at a later time.The Batch Wizard works in conjunction with the Microsoft Scheduler,which is located in the Services category of the Control Panel.See “Batch Processing” for more information.About LPS ProjectManagerMenu BarBefore you begin working with LPS Project Manager, it may behelpful to go over some of the icons and menu options located on theinterface. You use these menus and icons throughout the tourguides.The menu bar across the top of the main Leica PhotogrammetrySuite dialog has the following options, most of which are associatedwith LPS Project Manager and LPS Automatic Terrain Extraction:Table 1: LPS Menu BarFile Edit Process HelpNew...Open...SaveSave As...Configure SOCETSET Access...Import SOCET SETProject...Export To SOCETSET Project...Register SOCET SETProject(s)...CloseAdd Frame...Frame Editor...Compute Pyramid Layers...Update Pyramid Layer StatusDelete Selected Image(s)Point Measurement...Block Properties...Auto. Tie Point GenerationProperties...Triangulation Properties...DTM Extraction Properties...Automatic Tie PointGenerationTriangulateBlock TriangulationTriangulation Report...Project Graphic Status...DTM Extraction...DTM Extraction Report...Interactive TerrainEditing...Ortho RectificationResampling...Help for LeicaPhotogrammetrySuite...Help for LPS ProjectManager...About LeicaPhotogrammetrySuite...Calibration...ExitMosaic...Feature CollectionStereo Analyst forIMAGINEStereo Analyst forArcGISPRO600 for LPSLGGI Template DocumentAbout LPS Project Manager / 8
ToolbarThe following icons are located in the Leica Photogrammetry Suitedialog toolbar:Table 2: LPS Project Manager ToolbarNew Block FileClick to start creating a new block file. A FileSelector opens.Open ExistingBlock FileClick to open a block file that already exists. AFile Selector dialog opens.Save BlockInformationClick to save any changes you have made to theblock file.Add FrameClick to add a new image to the project file. AFile Selector dialog opens.Frame EditorPoint MeasurementAuto TieTriangulationDTM ExtractionClick to specify interior orientation, exteriororientation, and fiducial coordinates for eachimage in the Frame Editor dialog.Click to measure check and GCPs in your blockimages. Views, a tool palette, and twoCellArrays open within a single dialog.Click to run automatic tie point generation,which includes the following tasks: blockconfiguration, tie point extraction, pointtransfer, gross error detection, and tie pointselection.Click to perform triangulation on your blockimages, which estimates the position of eachimage in a block at the time of image capture,the coordinates of tie points, the interiororientation parameters, and additionalparameters.This icon starts the LPS Automatic TerrainExtraction application. Click to extract a singleDTM or multiple DTMs from images in the blockfile. You can choose from the following types ofoutput DTMs: DEM, ASCII, TerraModel TIN, 3DShape file, or SOCET SET TIN.For more information, please refer to the LeicaPhotogrammetry Suite Automatic TerrainExtraction User’s Guide.NOTE: You must have a licensed version ofSOCET SET on your system to generateSOCET SET TIN files.LGGI Template Document About LPS Project Manager / 9
Page 1 and 2: Leica PhotogrammetrySuiteProject Ma
Page 3 and 4: Table of ContentsTable of Contents
Page 5 and 6: Prepare the Block File . . . . . .
Page 7 and 8: Generate Pyramid Layers . . . . . .
Page 9 and 10: Editing Exterior Information for Mu
Page 11 and 12: References. . . . . . . . . . . . .
Page 13 and 14: List of FiguresFigure 1: Topography
Page 15 and 16: Figure 104: Sensor Tab for IKONOS S
Page 17 and 18: List of TablesTable 1: LPS Menu Bar
Page 19 and 20: PrefaceAbout This ManualThe Leica P
Page 21 and 22: IntroductionLPS Project Manager/ 1
Page 23 and 24: Introduction to LPS Project Manager
Page 25 and 26: LPS ProjectManagerFunctionalityTria
Page 27: Airborne GPS and inertial navigatio
Page 31 and 32: Photogrammetric TheoryLPS Project M
Page 33 and 34: Introduction to PhotogrammetryIntro
Page 35 and 36: Figure 3: LPS Project Manager Point
Page 37 and 38: See “The Collinearity Equation”
Page 39 and 40: Classic aerial triangulation using
Page 41 and 42: Each photograph or image that is ex
Page 43 and 44: Scanning ResolutionsOne of the prim
Page 45 and 46: Coordinate SystemsConceptually, pho
Page 47 and 48: Geocentric and Topocentric Coordina
Page 49 and 50: • principal point• focal length
Page 51 and 52: For more information, see “Fiduci
Page 53 and 54: Figure 16: Omega, Phi, and Kappazyz
Page 55 and 56: Figure 19: Tertiary Rotation Kappa
Page 57 and 58: In order for the image and ground v
Page 59 and 60: Space ForwardIntersectionSpace forw
Page 61 and 62: Figure 21: Photogrammetric Configur
Page 63 and 64: X o2, Y o2, Zo 2If three GCPs have
Page 65 and 66: A = the matrix containing the parti
Page 67 and 68: The effect of the automatic error d
Page 69 and 70: Figure 23 illustrates the GCP confi
Page 71 and 72: Another issue of automated triangul
Page 73 and 74: aaρ=∑i,j∑i,jIn the above equat
Page 75 and 76: Relation-based MatchingImage Pyrami
Page 77 and 78: Figure 28: Perspective Centers of S
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Figure 30: Interior Orientation of
Page 81 and 82:
Figure 31: Inclination of a Satelli
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• the changes of angles along the
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Figure 35: OrthorectificationImageD
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LPS Project Manager Tour GuidesLPS
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Frame Camera Tour GuideIntroduction
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Access LPS toolsusing the toolbarTh
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Click the Setbutton to openthe Proj
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Next, you choose the images that ma
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Click the lastfile in therange to a
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Click OK tostart computingpyramid l
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Add Fiducial Marks1. Click the Fidu
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A Main View opens on top of the Fra
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LPS Project Manager movesto the nex
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LPS Project Manager returnsto the f
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The Image File Name on the Sensor t
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This is the reference CellArray: re
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Specify the Type and Usage1. Click
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1. Using Figure 46 on page 130 as a
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Collect Point ID 1003 in col91p1Now
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1. In the Point Measurement tool pa
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Collect Point ID 1005The next contr
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3. Click in the Point ID column and
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Collect Point ID 2001Like control p
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2. Click in the Usage column to acc
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All of the Point IDs are listedin t
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After the tie point generation proc
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Perform AerialTriangulationNow that
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Check the ResultsScroll to see allo
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These are the photo or image coordi
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The Ext. column is green, indicatin
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Resample methoddisplays hereTo add
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You can also use the Project Graphi
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Select multiple imagesto add to the
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Click on the sliderand move the mou
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Reference ImagesFigure 45: Referenc
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Figure 47: Reference Image of col92
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Digital Camera Tour GuideIntroducti
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Page 157 and 158:
The information you supply inthe Cu
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Select the .datfile for exteriorori
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Add Imagery tothe BlockThe CellArra
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You are returned to the LPS Project
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You can savethis camerainformationf
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Pixel size is applied to all images
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1. On the LPS Project Manager toolb
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Click the Distribution tab3. In the
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4. Click the Close button in the Po
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12. Click the Report button in the
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The Point IDs are listed below each
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Select the image to display in the
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The Add Multiple Outputs dialog ope
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The highlighted ortho is indicated
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The imagesoverlap hereUse the Swipe
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Columns are green; the project is c
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SPOT Pushbroom Sensor Tour GuideInt
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Page 193 and 194:
The Custom tab is where you select
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The image is listedin the Image Nam
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Click OK3. Review the fields in the
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Click OKClickImage LayerNOTE: An ex
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Collect GCPsIn this section, you ar
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5. Move the cursor into the Detail
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4. Click the Create Point icon .5.
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6. Check your point coordinates. Th
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2. Using the following table, type
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Collect Point ID 9 Figure 58: Locat
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The new reference image is added to
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6. Check your point coordinates. Th
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Set the VerticalReference SourceTo
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Set Type and UsageUp until this poi
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2. Click in the red column labeled
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Use the locations of the points in
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4. Click the approximate point in t
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The Z value is updated, makingthe c
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Check Tie Point AccuracyYou should
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The value 15 is used because the re
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The Ext. columns are green, indicat
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Click this checkbox so that the sec
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The highlighted ortho is indicated
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If you wish, you can click the View
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Steps have been executed; the block
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GCP Map Coordinates GCPs are accura
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Stereo Point Measurement Tool TourG
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If you are not prompted and the Cla
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Check DeviceSetupIf you have a digi
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12. Click Close in the Devices dial
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6. Click the Create Point icon in t
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Use the stereoview to locatethe poi
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4. Click the Create Point icon in t
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11. Compare your image point X and
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Each check point now has image coor
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Practical ApplicationsLPS Project M
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Getting Started with LPS Project Ma
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LPS Project ManagerOnce you click t
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Frame cameras, digital cameras, vid
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Orbital PushbroomThe Orbital Pushbr
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A standard set of existing projecti
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Rotation System SupportLPS Project
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Figure 72: Average Flying Height of
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• Existing photogrammetric workst
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Figure 75: Import Options for Exter
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Figure 77: The LPS Project Manager
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Icons are located on the toolbar at
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Adding Images to the BlockIntroduct
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Five additional columns represent t
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Defining the Camera or Sensor Model
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Figure 84: Image File in the Image
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• Focal length (mm). The focal le
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Fiducials for Digital, Video, and N
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Interior orientation is semi-automa
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Figure 90: Fiducial Orientation of
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The data strip commonly contains in
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Figure 95: Contrast Adjust DialogTh
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• the status of each exterior ori
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The Exterior Orientation Parameter
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Figure 99: CellArray Formula Dialog
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Uses of Model ParametersPolynomial
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The software looks for the RPC file
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Measuring GCPs, Check Points, and T
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Figure 108: Set Data Scaling Dialog
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A check point is used to independen
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Defining theStatistical Qualityof G
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2. Select the Image Layer option in
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7. Within the Right View tools grou
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Automatic Tie Point CollectionIntro
Page 331 and 332:
Performing Automatic TiePoint Colle
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Table 8: Photography Scale and Asso
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• coefficient limit (0 to 0.99)
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t1t2∆aah∆dd∆d =∆d =--------
Page 339 and 340:
Figure 119: Kappa as a Function1 Im
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Block TriangulationIntroductionBloc
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• X, Y, and Z coordinates of the
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It is advantageous to assign unique
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SCBA is most commonly used in the f
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Different UnweightedCorrectionsThis
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Figure 124: Advanced Options Tab of
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Statistical constraints can be assi
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• RMS error of the check point ph
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......Six affine transformation par
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If the exterior orientation paramet
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Interior Orientation ParametersThe
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Check Point ResidualsCheck points a
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.2041 1.9419 1.6884 3.0368 3.9804 2
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Figure 125: A GCP Configuration for
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• Map space. This display mode di
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The reason that we consider only k
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02x max2y max+= -------------------
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Figure 129: Advanced Options Tab of
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The x and y image coordinate residu
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y: 3.69353383e+0061.13621691e+0032.
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The information for each image coor
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gcp 1 0.00006974 -0.00020760-0.0710
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OrthorectificationIntroductionThe o
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In the case of adding a single imag
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Once the settings are accurate, you
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AppendicesLPS Project Manager/ 371
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Batch ProcessingIntroductionWhen yo
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Execute MultipleFiles/SingleCommand
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Other BatchApplicationsAfter you ha
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ReferencesIntroductionReferences an
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von Bündelblockausgleichungen.”
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http://www.atlas.gc.ca/english/cart
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Columbia, 1997.Yang and Williams 19
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Photogrammetric GlossaryAbbreviatio
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TermsAAdditional parameter (AP). In
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Block of photographs. Formed by the
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Coordinate system. “A system, bas
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See alsoDigital photogrammetryDigit
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Free-weighted iterative adjustment.
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Konrady coefficients. Coefficients
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Orientation angle. The angle betwee
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Redundancy. In a block of data, the
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Stereopair. A set of two remotely-s
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IndexSymbols.blk file 72, 136, 171.
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Model Setup 72, 136, 172Ortho Resam
Page 431 and 432:
Interior Orientation tab (fiducial
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Select Point icon 182, 183, 186Self
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