Leica Photogrammetry Suite Project Manager

More documents

Recommendations

Info

Table 2: LPS Project Manager Toolbar (Continued)DTM EditingOrtho ResamplingOrtho MosaickingFeature CollectionThis icon starts the Terrain Editor application.Click to edit the elevation of various kinds ofDTMs including: DEMs and TINs.Click to resample your triangulated images andcreate orthoimages, which are planimetricallytrue images that represent ground objects intheir real world X and Y positions.This icon starts the Mosaic Tool application.Click to join orthophotos or DTMs using theMosaic Tool. For more information, see theMosaic Tour Guide in ERDAS IMAGINE TourGuides and the On-Line Help.This icon starts the feature collection applicationof your choice: Stereo Analyst for IMAGINE,Stereo Analyst for ArcGIS, or PRO600. You musthave licenses to run these applications. Click tocollect features from the orthoimages youcreate in LPS.For more information, see the Stereo Analyst forIMAGINE User’s Guide and On-Line Help, UsingStereo Analyst for ArcGIS, or the PRO600 user’sguide.Keyboard ShortcutsYou can access some LPS Project Manager and LPS AutomaticTerrain Extraction options using the keyboard.• Display the File menu by typing Alt-f.• Display the Edit menu by typing Alt-e.• Display the Process menu by typing Alt-p.• Display the Help menu by typing Alt-h.NextIn the next section of this document, you can learn aboutphotogrammetric theory.LGGI Template DocumentNext / 10
Photogrammetric TheoryLPS Project Manager/ 11
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: ToolbarThe following icons are loca
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
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
Page 97 and 98:
Click the lastfile in therange to a
Page 99 and 100:
Click OK tostart computingpyramid l
Page 101 and 102:
Add Fiducial Marks1. Click the Fidu
Page 103 and 104:
A Main View opens on top of the Fra
Page 105 and 106:
LPS Project Manager movesto the nex
Page 107 and 108:
LPS Project Manager returnsto the f
Page 109 and 110:
The Image File Name on the Sensor t
Page 111 and 112:
This is the reference CellArray: re
Page 113 and 114:
Specify the Type and Usage1. Click
Page 115 and 116:
1. Using Figure 46 on page 130 as a
Page 117 and 118:
Collect Point ID 1003 in col91p1Now
Page 119 and 120:
1. In the Point Measurement tool pa
Page 121 and 122:
Collect Point ID 1005The next contr
Page 123 and 124:
3. Click in the Point ID column and
Page 125 and 126:
Collect Point ID 2001Like control p
Page 127 and 128:
2. Click in the Usage column to acc
Page 129 and 130:
All of the Point IDs are listedin t
Page 131 and 132:
After the tie point generation proc
Page 133 and 134:
Perform AerialTriangulationNow that
Page 135 and 136:
Check the ResultsScroll to see allo
Page 137 and 138:
These are the photo or image coordi
Page 139 and 140:
The Ext. column is green, indicatin
Page 141 and 142:
Resample methoddisplays hereTo add
Page 143 and 144:
You can also use the Project Graphi
Page 145 and 146:
Select multiple imagesto add to the
Page 147 and 148:
Click on the sliderand move the mou
Page 149 and 150:
Reference ImagesFigure 45: Referenc
Page 151 and 152:
Figure 47: Reference Image of col92
Page 153 and 154:
Digital Camera Tour GuideIntroducti
Page 155 and 156:
Page 157 and 158:
The information you supply inthe Cu
Page 159 and 160:
Select the .datfile for exteriorori
Page 161 and 162:
Add Imagery tothe BlockThe CellArra
Page 163 and 164:
You are returned to the LPS Project
Page 165 and 166:
You can savethis camerainformationf
Page 167 and 168:
Pixel size is applied to all images
Page 169 and 170:
1. On the LPS Project Manager toolb
Page 171 and 172:
Click the Distribution tab3. In the
Page 173 and 174:
4. Click the Close button in the Po
Page 175 and 176:
12. Click the Report button in the
Page 177 and 178:
The Point IDs are listed below each
Page 179 and 180:
Select the image to display in the
Page 181 and 182:
The Add Multiple Outputs dialog ope
Page 183 and 184:
The highlighted ortho is indicated
Page 185 and 186:
The imagesoverlap hereUse the Swipe
Page 187 and 188:
Columns are green; the project is c
Page 189 and 190:
SPOT Pushbroom Sensor Tour GuideInt
Page 191 and 192:
Page 193 and 194:
The Custom tab is where you select
Page 195 and 196:
The image is listedin the Image Nam
Page 197 and 198:
Click OK3. Review the fields in the
Page 199 and 200:
Click OKClickImage LayerNOTE: An ex
Page 201 and 202:
Collect GCPsIn this section, you ar
Page 203 and 204:
5. Move the cursor into the Detail
Page 205 and 206:
4. Click the Create Point icon .5.
Page 207 and 208:
6. Check your point coordinates. Th
Page 209 and 210:
2. Using the following table, type
Page 211 and 212:
Collect Point ID 9 Figure 58: Locat
Page 213 and 214:
The new reference image is added to
Page 215 and 216:
6. Check your point coordinates. Th
Page 217 and 218:
Set the VerticalReference SourceTo
Page 219 and 220:
Set Type and UsageUp until this poi
Page 221 and 222:
2. Click in the red column labeled
Page 223 and 224:
Use the locations of the points in
Page 225 and 226:
4. Click the approximate point in t
Page 227 and 228:
The Z value is updated, makingthe c
Page 229 and 230:
Check Tie Point AccuracyYou should
Page 231 and 232:
The value 15 is used because the re
Page 233 and 234:
The Ext. columns are green, indicat
Page 235 and 236:
Click this checkbox so that the sec
Page 237 and 238:
The highlighted ortho is indicated
Page 239 and 240:
If you wish, you can click the View
Page 241 and 242:
Steps have been executed; the block
Page 243 and 244:
GCP Map Coordinates GCPs are accura
Page 245 and 246:
Stereo Point Measurement Tool TourG
Page 247 and 248:
If you are not prompted and the Cla
Page 249 and 250:
Check DeviceSetupIf you have a digi
Page 251 and 252:
12. Click Close in the Devices dial
Page 253 and 254:
6. Click the Create Point icon in t
Page 255 and 256:
Use the stereoview to locatethe poi
Page 257 and 258:
4. Click the Create Point icon in t
Page 259 and 260:
11. Compare your image point X and
Page 261 and 262:
Each check point now has image coor
Page 263 and 264:
Practical ApplicationsLPS Project M
Page 265 and 266:
Getting Started with LPS Project Ma
Page 267 and 268:
LPS Project ManagerOnce you click t
Page 269 and 270:
Frame cameras, digital cameras, vid
Page 271 and 272:
Orbital PushbroomThe Orbital Pushbr
Page 273 and 274:
A standard set of existing projecti
Page 275 and 276:
Rotation System SupportLPS Project
Page 277 and 278:
Figure 72: Average Flying Height of
Page 279 and 280:
• Existing photogrammetric workst
Page 281 and 282:
Figure 75: Import Options for Exter
Page 283 and 284:
Figure 77: The LPS Project Manager
Page 285 and 286:
Icons are located on the toolbar at
Page 287 and 288:
Adding Images to the BlockIntroduct
Page 289 and 290:
Five additional columns represent t
Page 291 and 292:
Defining the Camera or Sensor Model
Page 293 and 294:
Figure 84: Image File in the Image
Page 295 and 296:
• Focal length (mm). The focal le
Page 297 and 298:
Fiducials for Digital, Video, and N
Page 299 and 300:
Interior orientation is semi-automa
Page 301 and 302:
Figure 90: Fiducial Orientation of
Page 303 and 304:
The data strip commonly contains in
Page 305 and 306:
Figure 95: Contrast Adjust DialogTh
Page 307 and 308:
• the status of each exterior ori
Page 309 and 310:
The Exterior Orientation Parameter
Page 311 and 312:
Figure 99: CellArray Formula Dialog
Page 313 and 314:
Uses of Model ParametersPolynomial
Page 315 and 316:
The software looks for the RPC file
Page 317 and 318:
Measuring GCPs, Check Points, and T
Page 319 and 320:
Figure 108: Set Data Scaling Dialog
Page 321 and 322:
A check point is used to independen
Page 323 and 324:
Defining theStatistical Qualityof G
Page 325 and 326:
2. Select the Image Layer option in
Page 327 and 328:
7. Within the Right View tools grou
Page 329 and 330:
Automatic Tie Point CollectionIntro
Page 331 and 332:
Performing Automatic TiePoint Colle
Page 333 and 334:
Table 8: Photography Scale and Asso
Page 335 and 336:
• coefficient limit (0 to 0.99)
Page 337 and 338:
t1t2∆aah∆dd∆d =∆d =--------
Page 339 and 340:
Figure 119: Kappa as a Function1 Im
Page 341 and 342:
Block TriangulationIntroductionBloc
Page 343 and 344:
• X, Y, and Z coordinates of the
Page 345 and 346:
It is advantageous to assign unique
Page 347 and 348:
SCBA is most commonly used in the f
Page 349 and 350:
Different UnweightedCorrectionsThis
Page 351 and 352:
Figure 124: Advanced Options Tab of
Page 353 and 354:
Statistical constraints can be assi
Page 355 and 356:
• RMS error of the check point ph
Page 357 and 358:
......Six affine transformation par
Page 359 and 360:
If the exterior orientation paramet
Page 361 and 362:
Interior Orientation ParametersThe
Page 363 and 364:
Check Point ResidualsCheck points a
Page 365 and 366:
.2041 1.9419 1.6884 3.0368 3.9804 2
Page 367 and 368:
Figure 125: A GCP Configuration for
Page 369 and 370:
• Map space. This display mode di
Page 371 and 372:
The reason that we consider only k
Page 373 and 374:
02x max2y max+= -------------------
Page 375 and 376:
Figure 129: Advanced Options Tab of
Page 377 and 378:
The x and y image coordinate residu
Page 379 and 380:
y: 3.69353383e+0061.13621691e+0032.
Page 381 and 382:
The information for each image coor
Page 383 and 384:
gcp 1 0.00006974 -0.00020760-0.0710
Page 385 and 386:
OrthorectificationIntroductionThe o
Page 387 and 388:
In the case of adding a single imag
Page 389 and 390:
Once the settings are accurate, you
Page 391 and 392:
AppendicesLPS Project Manager/ 371
Page 393 and 394:
Batch ProcessingIntroductionWhen yo
Page 395 and 396:
Execute MultipleFiles/SingleCommand
Page 397 and 398:
Other BatchApplicationsAfter you ha
Page 399 and 400:
ReferencesIntroductionReferences an
Page 401 and 402:
von Bündelblockausgleichungen.”
Page 403 and 404:
http://www.atlas.gc.ca/english/cart
Page 405 and 406:
Columbia, 1997.Yang and Williams 19
Page 407 and 408:
Photogrammetric GlossaryAbbreviatio
Page 409 and 410:
TermsAAdditional parameter (AP). In
Page 411 and 412:
Block of photographs. Formed by the
Page 413 and 414:
Coordinate system. “A system, bas
Page 415 and 416:
See alsoDigital photogrammetryDigit
Page 417 and 418:
Free-weighted iterative adjustment.
Page 419 and 420:
Konrady coefficients. Coefficients
Page 421 and 422:
Orientation angle. The angle betwee
Page 423 and 424:
Redundancy. In a block of data, the
Page 425 and 426:
Stereopair. A set of two remotely-s
Page 427 and 428:
IndexSymbols.blk file 72, 136, 171.
Page 429 and 430:
Model Setup 72, 136, 172Ortho Resam
Page 431 and 432:
Interior Orientation tab (fiducial
Page 433 and 434:
Select Point icon 182, 183, 186Self
show all

Leica Photogrammetry Suite Project Manager

Create successful ePaper yourself

Delete template?

Save as template?