- 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 and 28: Airborne GPS and inertial navigatio
- Page 29 and 30: ToolbarThe following icons are loca
- 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: Coordinate SystemsConceptually, pho
- 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
- Page 79 and 80: Figure 30: Interior Orientation of
- Page 81 and 82: Figure 31: Inclination of a Satelli
- Page 83 and 84: • the changes of angles along the
- Page 85 and 86: Figure 35: OrthorectificationImageD
- Page 87 and 88: LPS Project Manager Tour GuidesLPS
- Page 89 and 90: Frame Camera Tour GuideIntroduction
- Page 91 and 92: Access LPS toolsusing the toolbarTh
- Page 93 and 94: Click the Setbutton to openthe Proj
- Page 95 and 96: 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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Access LPS toolsusing the toolbarTh
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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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Access LPS toolsusing the toolbarTh
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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
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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 =--------
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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
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Interior Orientation tab (fiducial
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Select Point icon 182, 183, 186Self