ERDAS Field Guide™
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Table of Contents
Table of Contents . . . .iii
List of Figures . . . xix
List of Tables . . . xxvii
Preface . . . xxix
Introduction . . . xxix
Conventions Used in this Book . . . xxix
Raster Data . . . 1
Introduction . . . 1
Image Data . . . 1
Bands . . . .2
Coordinate Systems . . . .3
Remote Sensing . . . 4
Absorption / Reflection Spectra . . . .6
Resolution . . . 14
Spectral Resolution . . . .15
Spatial Resolution . . . .15
Radiometric Resolution . . . .16
Temporal Resolution . . . .17
Data Correction . . . 18
Line Dropout . . . .18
Striping . . . .18
Data Storage . . . 18
Storage Formats . . . .19
Storage Media . . . .22
Calculating Disk Space . . . .25
ERDAS IMAGINE Format (.img) . . . .25
Image File Organization . . . 29
Consistent Naming Convention . . . .29
Keeping Track of Image Files . . . .30
Geocoded Data . . . 31
Using Image Data in GIS . . . 31
Subsetting and Mosaicking . . . .31
Multispectral Classification . . . .33
Editing Raster Data . . . 33
Editing Continuous (Athematic) Data . . . .34
Interpolation Techniques . . . .34
Image Compression . . . 36
Dynamic Range Run-Length Encoding (DR RLE) . . . .36
ECW Compression . . . .38
Vector Data . . . 41
Introduction . . . 41
Points . . . .42
Lines . . . .42
Polygons . . . .42
Vertex . . . .42
Coordinates . . . .42
Vector Layers . . . .43
Topology . . . .43
Vector Files . . . .43
Attribute Information . . . 45
Displaying Vector Data . . . 47
Color Schemes . . . .47
Symbolization . . . .47
Vector Data Sources . . . 48
Digitizing . . . 49
Tablet Digitizing . . . .49
Screen Digitizing . . . .51
Imported Vector Data . . . 51
Raster to Vector Conversion . . . 52
Other Vector Data Types . . . 52
Shapefile Vector Format . . . .52
SDE . . . .53
SDTS . . . .53
ArcGIS Integration . . . .54
Raster and Vector Data Sources . . . 55
Importing and Exporting . . . 55
Raster Data Sources . . . .62
Annotation Data . . . .63
Generic Binary Data . . . .63
Vector Data . . . .64
Optical Satellite Data . . . 66
Satellite System . . . .66
Satellite Characteristics . . . .67
ALOS . . . .68
ASTER . . . .70
EROS A and EROS B . . . .71
FORMOSAT-2 . . . .71
GeoEye-1 . . . .72
IKONOS . . . .73
IRS . . . .73
KOMPSAT 1-2 . . . .75
Landsat 1-5 . . . .76
Landsat 7 . . . .80
LPGS and NLAPS Processing Systems . . . .81
NOAA Polar Orbiter Data . . . .82
OrbView-3 . . . .84
QuickBird . . . .85
RapidEye . . . .86
SeaWiFS . . . .87
SPOT 1 -3 . . . .87
SPOT 4 . . . .89
SPOT 5 . . . .90
WorldView-1 . . . .90
WorldView-2 . . . .91
Radar Satellite Data . . . 92
Advantages of Using Radar Data . . . .93
Radar Sensor Types . . . .93
Speckle Noise . . . .96
Applications for Radar Data . . . .97
Radar Sensors . . . .97
Image Data from Aircraft . . . 107
Aircraft Radar Imagery . . . .107
Aircraft Optical Imagery . . . .108
Photogrammetric Scanners . . . .109
Desktop Scanners . . . .109
Aerial Photography . . . .110
DOQs . . . .110
ADRG Data . . . 111
ARC System . . . .111
ADRG File Format . . . .112
.OVR (overview) . . . .112
.IMG (scanned image data) . . . .113
.Lxx (legend data) . . . .113
ADRG File Naming Convention . . . .115
ADRI Data . . . 116
.OVR (overview) . . . .118
.IMG (scanned image data) . . . .118
ADRI File Naming Convention . . . .118
Raster Product Format . . . 119
CIB . . . .121
CADRG . . . .121
Topographic Data . . . 121
DEM . . . .122
DTED . . . .123
Using Topographic Data . . . .123
GPS Data . . . 124
Introduction . . . .124
Satellite Position . . . .124
Differential Correction . . . .125
Applications of GPS Data . . . .125
Ordering Raster Data . . . 127
Addresses to Contact . . . .128
Raster Data from Other Software Vendors . . . 131
ERDAS Ver. 7.X . . . .131
GRID and GRID Stacks . . . .132
JFIF (JPEG) . . . .133
JPEG2000 . . . .133
MrSID . . . .134
SDTS . . . .135
TIFF . . . .136
GeoTIFF . . . .137
Vector Data from Other Software Vendors . . . 138
ARCGEN . . . .139
AutoCAD (DXF) . . . .139
DLG . . . .141
ETAK . . . .141
IGES . . . .142
TIGER . . . .142
Image Display . . . 145
Display Memory Size . . . .145
Pixel . . . .146
Colors . . . .147
Colormap and Colorcells . . . .147
Display Types . . . .149
8-bit PseudoColor . . . .150
24-bit DirectColor . . . .150
24-bit TrueColor . . . .151
PC Displays . . . .152
Displaying Raster Layers . . . 153
Continuous Raster Layers . . . .153
Thematic Raster Layers . . . .158
Using the Viewer . . . 160
Pyramid Layers . . . .162
Dithering . . . .166
Viewing Layers . . . .167
Viewing Multiple Layers . . . .168
Zoom and Roam . . . .169
Geographic Information . . . .170
Enhancing Continuous Raster Layers . . . .170
Creating New Image Files . . . .171
Geographic Information Systems . . . 173
Information vs. Data . . . .174
Data Input . . . 175
Continuous Layers . . . 177
Statistics . . . .180
Vector Layers . . . 180
Attributes . . . 181
Raster Attributes . . . .181
Vector Attributes . . . .183
Analysis . . . 183
ERDAS IMAGINE Analysis Tools . . . .183
Analysis Procedures . . . .185
Proximity Analysis . . . 186
Contiguity Analysis . . . 186
Neighborhood Analysis . . . 187
Recoding . . . 190
Overlaying . . . 191
Indexing . . . 192
Matrix Analysis . . . 194
Modeling . . . 194
Graphical Modeling . . . 195
Model Maker Functions . . . .198
Objects . . . .199
Data Types . . . .200
Output Parameters . . . .201
Using Attributes in Models . . . .201
Script Modeling . . . 203
Statements . . . .205
Data Types . . . .206
Variables . . . .206
Vector Analysis . . . 206
Editing Vector Layers . . . .206
Constructing Topology . . . 207
Building and Cleaning Coverages . . . .208
Cartography . . . 211
Types of Maps . . . 211
Thematic Maps . . . .213
Annotation . . . 215
Scale . . . 216
Legends . . . 220
Neatlines, Tick Marks, and Grid Lines . . . 221
Symbols . . . 222
Labels and Descriptive Text . . . 223
Typography and Lettering . . . .223
Projections . . . 226
Properties of Map Projections . . . .227
Projection Types . . . .229
Geographical and Planar Coordinates . . . 232
Available Map Projections . . . 232
Choosing a Map Projection . . . 240
Map Projection Uses in a GIS . . . .240
Deciding Factors . . . .240
Guidelines . . . .240
Spheroids . . . 241
Non-Earth Spheroids . . . .246
Map Composition . . . 246
Learning Map Composition . . . .246
Plan the Map . . . .247
Map Accuracy . . . 248
US National Map Accuracy Standard . . . .248
USGS Land Use and Land Cover Map Guidelines . . . .249
USDA SCS Soils Maps Guidelines . . . .249
Digitized Hardcopy Maps . . . .249
Rectification . . . 251
Registration . . . .251
Georeferencing . . . .252
Latitude/Longitude . . . .252
Orthorectification . . . .252
When to Rectify . . . 253
When to Georeference Only . . . .254
Disadvantages of Rectification . . . .254
Rectification Steps . . . .255
Ground Control Points . . . 255
GCPs in ERDAS IMAGINE . . . .255
Entering GCPs . . . .256
Polynomial Transformation . . . 258
Linear Transformations . . . .259
Nonlinear Transformations . . . .262
Effects of Order . . . .264
Minimum Number of GCPs . . . .268
Rubber Sheeting . . . 269
Triangle-Based Finite Element Analysis . . . .269
Triangulation . . . .269
Triangle-based rectification . . . .270
Linear transformation . . . .270
Nonlinear transformation . . . .270
Check Point Analysis . . . .271
RMS Error . . . 271
Residuals and RMS Error Per GCP . . . .271
Total RMS Error . . . .272
Error Contribution by Point . . . .273
Tolerance of RMS Error . . . .273
Evaluating RMS Error . . . .274
Resampling Methods . . . 274
Rectifying to Lat/Lon . . . .276
Nearest Neighbor . . . .276
Bilinear Interpolation . . . .277
Cubic Convolution . . . .281
Bicubic Spline Interpolation . . . .284
Map-to-Map Coordinate Conversions . . . 286
Conversion Process . . . .287
Vector Data . . . .287
Hardcopy Output . . . 289
Printing Maps . . . 289
Scaled Maps . . . .289
Printing Large Maps . . . .289
Scale and Resolution . . . .290
Map Scaling Examples . . . .291
Mechanics of Printing . . . 294
Halftone Printing . . . .294
Contrast and Color Tables . . . .295
RGB to CMY Conversion . . . .295
Map Projections . . . 297
USGS Projections . . . 298
Alaska Conformal . . . 301
Albers Conical Equal Area . . . 303
Azimuthal Equidistant . . . 306
Behrmann . . . 309
Bonne . . . 311
Cassini . . . 313
Cylindrical Equal Area . . . 315
Double Stereographic . . . 317
Eckert I . . . 319
Eckert II . . . 321
Eckert III . . . 323
Eckert IV . . . 325
Eckert V . . . 327
Eckert VI . . . 329
EOSAT SOM . . . 331
EPSG Coordinate Systems . . . 332
Equidistant Conic . . . 333
Equidistant Cylindrical . . . 335
Equirectangular (Plate Carrée) . . . 336
Gall Stereographic . . . 338
Gauss Kruger . . . 339
General Vertical Near-side Perspective . . . 340
Geographic (Lat/Lon) . . . 342
Gnomonic . . . 344
Hammer . . . 346
Interrupted Goode Homolosine . . . 348
Interrupted Mollweide . . . 350
Krovak . . . 351
Lambert Azimuthal Equal Area . . . 353
Lambert Conformal Conic . . . 356
Loximuthal . . . 361
Mercator . . . 363
Miller Cylindrical . . . 366
MGRS . . . 368
Modified Transverse Mercator . . . 370
Mollweide . . . 372
New Zealand Map Grid . . . 374
Oblated Equal Area . . . 375
Oblique Mercator (Hotine) . . . 376
Orthographic . . . 379
Plate Carrée . . . 382
Polar Stereographic . . . 383
Polyconic . . . 386
Quartic Authalic . . . 388
Robinson . . . 390
RSO . . . 392
Sinusoidal . . . 393
Space Oblique Mercator . . . 395
Space Oblique Mercator (Formats A & B) . . . 397
State Plane . . . 398
Stereographic . . . 408
Stereographic (Extended) . . . 411
Transverse Mercator . . . 412
Two Point Equidistant . . . 414
UTM . . . 416
Van der Grinten I . . . 419
Wagner IV . . . 421
Wagner VII . . . 423
Winkel I . . . 425
External Projections . . . 427
Bipolar Oblique Conic Conformal . . . 429
Cassini-Soldner . . . 430
Laborde Oblique Mercator . . . 432
Minimum Error Conformal . . . 433
Modified Polyconic . . . 434
Mollweide Equal Area . . . 436
Rectified Skew Orthomorphic . . . 438
Robinson Pseudocylindrical . . . 439
Southern Orientated Gauss Conformal . . . 440
Swiss Cylindrical . . . 441
Winkel’s Tripel . . . 442
Mosaic . . . 443
Input Image Mode . . . 444
Exclude Areas . . . .444
Image Dodging . . . .444
Color Balancing . . . .446
Histogram Matching . . . .448
Intersection Mode . . . 449
Set Overlap Function . . . .449
Automatically Generate Cutlines For Intersection . . . .450
Geometry-based Cutline Generation . . . .451
Output Image Mode . . . 451
Output Image Options . . . .451
Run Mosaic To Disc . . . .453
Enhancement . . . 455
Display vs. File Enhancement . . . .456
Spatial Modeling Enhancements . . . .456
Correcting Data Anomalies. . . 459
Radiometric Correction: Visible/Infrared Imagery . . . .460
Atmospheric Effects . . . .461
Geometric Correction . . . .462
Radiometric Enhancement . . . 463
Contrast Stretching . . . .464
Histogram Equalization . . . .469
Histogram Matching . . . .473
Brightness Inversion . . . .474
Spatial Enhancement . . . 474
Convolution Filtering . . . .475
Crisp . . . .479
Resolution Merge . . . .480
Adaptive Filter . . . .482
Wavelet Resolution Merge . . . 483
Wavelet Theory . . . .484
Algorithm Theory . . . .487
Prerequisites and Limitations . . . .489
Spectral Transform . . . .490
Spectral Enhancement . . . 491
Principal Components Analysis . . . .492
Decorrelation Stretch . . . .496
Tasseled Cap . . . .496
RGB to IHS . . . .498
IHS to RGB . . . .500
Indices . . . .501
Hyperspectral Image Processing . . . 504
Independent Component Analysis . . . 504
Component Ordering . . . .505
Band Generation for Multispectral Imagery . . . .508
Remote Sensing Applications for ICs . . . .508
Tips and Tricks . . . .510
Fourier Analysis . . . 511
FFT . . . .513
Fourier Magnitude . . . .513
IFFT . . . .516
Filtering . . . .517
Windows . . . .520
Fourier Noise Removal . . . .522
Homomorphic Filtering . . . .523
Radar Imagery Enhancement . . . 525
Speckle Noise . . . .526
Edge Detection . . . .532
Texture . . . .536
Radiometric Correction: Radar Imagery . . . .539
Merging Radar with VIS/IR Imagery . . . .541
Classification . . . 545
The Classification Process . . . 545
Training . . . .545
Signatures . . . .546
Decision Rule . . . .547
Output File . . . .547
Classification Tips . . . 548
Classification Scheme . . . .548
Iterative Classification . . . .548
Supervised vs. Unsupervised Training . . . .549
Classifying Enhanced Data . . . .549
Dimensionality . . . .549
Supervised Training . . . 550
Training Samples and Feature Space Objects . . . .551
Selecting Training Samples . . . 551
Evaluating Training Samples . . . .554
Selecting Feature Space Objects . . . 554
Unsupervised Training . . . 557
ISODATA Clustering . . . .558
RGB Clustering . . . .562
Signature Files . . . 564
Evaluating Signatures . . . 565
Alarm . . . .566
Ellipse . . . .567
Contingency Matrix . . . .568
Separability . . . .569
Signature Manipulation . . . .572
Classification Decision Rules. . . 573
Nonparametric Rules . . . .574
Parametric Rules . . . .574
Parallelepiped . . . .575
Feature Space . . . .578
Minimum Distance . . . .580
Mahalanobis Distance . . . .581
Maximum Likelihood/Bayesian . . . .582
Fuzzy Methodology . . . 584
Fuzzy Classification . . . .584
Fuzzy Convolution . . . .584
Expert Classification . . . 585
Knowledge Engineer . . . .586
Knowledge Classifier . . . .588
Evaluating Classification . . . 589
Thresholding . . . .589
Accuracy Assessment . . . .592
Photogrammetric Concepts . . . 595
What is Photogrammetry? . . . .595
Types of Photographs and Images . . . .596
Why use Photogrammetry? . . . .597
Photogrammetry/ Conventional Geometric Correction . . . .597
Single Frame Orthorectification/Block Triangulation . . . .598
Image and Data Acquisition . . . 600
Photogrammetric Scanners . . . .601
Desktop Scanners . . . .601
Scanning Resolutions . . . .602
Coordinate Systems . . . .603
Terrestrial Photography . . . .606
Interior Orientation . . . 607
Principal Point and Focal Length . . . .608
Fiducial Marks . . . .608
Lens Distortion . . . .610
Exterior Orientation . . . 611
The Collinearity Equation . . . .613
Photogrammetric Solutions . . . 614
Space Resection . . . .615
Space Forward Intersection . . . .615
Bundle Block Adjustment . . . .616
Least Squares Adjustment . . . .619
Self-calibrating Bundle Adjustment . . . .622
Automatic Gross Error Detection . . . .622
GCPs . . . 623
GCP Requirements . . . .624
Processing Multiple Strips of Imagery . . . .625
Tie Points . . . 626
Automatic Tie Point Collection . . . .627
Area Based Matching . . . .628
Feature Based Matching . . . .631
Relation Based Matching . . . .631
Image Pyramid . . . .631
Satellite Photogrammetry . . . 633
SPOT Interior Orientation . . . .635
SPOT Exterior Orientation . . . .636
Collinearity Equations & Satellite Block Triangulation . . . .640
Orthorectification . . . 641
Terrain Analysis . . . 645
Terrain Data . . . 646
Slope Images . . . 647
Aspect Images . . . 650
Shaded Relief . . . 652
Topographic Normalization . . . 653
Lambertian Reflectance Model . . . .654
Non-Lambertian Model . . . .654
Radar Concepts . . . 657
IMAGINE OrthoRadar Theory . . . 657
Parameters Required for Orthorectification . . . .657
Algorithm Description . . . .660
IMAGINE StereoSAR DEM Theory . . . 667
Introduction . . . .667
Input . . . 668
Subset . . . .671
Despeckle . . . .672
Degrade . . . .672
Coregister . . . .673
Match . . . .673
Degrade . . . .678
Height . . . .679
IMAGINE InSAR Theory . . . 679
Introduction . . . .679
Electromagnetic Wave Background . . . .680
The Interferometric Model . . . .682
Phase Noise Reduction . . . .690
Phase Flattening . . . .692
Phase Unwrapping . . . .692
Conclusions . . . .696
Math Topics . . . 697
Summation . . . 697
Statistics . . . 698
Histogram . . . .698
Bin Functions . . . .698
Mean . . . .700
Normal Distribution . . . .701
Variance . . . .702
Standard Deviation . . . .703
Parameters . . . .704
Covariance . . . .704
Covariance Matrix . . . .705
Dimensionality of Data . . . 706
Measurement Vector . . . .706
Mean Vector . . . .707
Feature Space . . . .708
Feature Space Images . . . .708
n-Dimensional Histogram . . . .709
Spectral Distance . . . .710
Polynomials . . . 710
Order . . . .710
Transformation Matrix . . . .711
Matrix Algebra . . . 712
Matrix Notation . . . .712
Matrix Multiplication . . . .713
Transposition . . . .714
Glossary . . . 717
Bibliography . . . 777
Works Cited . . . 777
Related Reading . . . 792
Index . . . 795
List of Figures
Figure 1: Pixels and Bands in a Raster Image . . . 2
Figure 2: Typical File Coordinates . . . 4
Figure 3: Electromagnetic Spectrum . . . 5
Figure 4: Sun Illumination Spectral Irradiance at the Earth’s Surface . . . 7
Figure 5: Factors Affecting Radiation . . . 8
Figure 6: Reflectance Spectra . . . 10
Figure 7: Laboratory Spectra of Clay Minerals in the Infrared Region . . . 12
Figure 8: IFOV . . . 16
Figure 9: Brightness Values . . . 17
Figure 10: Landsat TM—Band 2 (Four Types of Resolution) . . . 17
Figure 11: Band Interleaved by Line (BIL) . . . 20
Figure 12: Band Sequential (BSQ) . . . 21
Figure 13: Image Files Store Raster Layers . . . 26
Figure 14: Example of a Thematic Raster Layer . . . 27
Figure 15: Examples of Continuous Raster Layers . . . 28
Figure 16: Vector Elements . . . 41
Figure 17: Vertices . . . 42
Figure 18: Workspace Structure . . . 45
Figure 19: Attribute CellArray . . . 46
Figure 20: Symbolization Example . . . 48
Figure 21: Digitizing Tablet . . . 49
Figure 22: Raster Format Converted to Vector Format . . . 52
Figure 23: Multispectral Imagery Comparison . . . 68
Figure 24: Landsat MSS vs. Landsat TM . . . 79
Figure 25: SPOT Panchromatic vs. SPOT XS . . . 89
Figure 26: SLAR Radar . . . 94
Figure 27: Received Radar Signal . . . 94
Figure 28: Radar Reflection from Different Sources and Distances . . . 95
Figure 29: ADRG Overview File Displayed in a Viewer . . . 112
Figure 30: Subset Area with Overlapping ZDRs . . . 113
Figure 31: Seamless Nine Image DR . . . 117
Figure 32: ADRI Overview File Displayed in a Viewer. . . 118
Figure 33: Arc/second Format . . . 122
Figure 34: Common Uses of GPS Data . . . 127
Figure 35: Example of One Seat with One Display and Two Screens . . . 145
Figure 37: Transforming Data File Values to a Colorcell Value . . . 151
Figure 38: Transforming Data File Values to Screen Values . . . 152
Figure 39: Contrast Stretch and Colorcell Values . . . 155
Figure 40: Stretching by Min/Max vs. Standard Deviation . . . 156
Figure 41: Continuous Raster Layer Display Process . . . 157
Figure 42: Thematic Raster Layer Display Process . . . 160
Figure 43: Pyramid Layers . . . 165
Figure 44: Example of Dithering . . . 166
Figure 45: Example of Color Patches . . . 167
Figure 46: Data Input . . . 176
Figure 47: Raster Attributes for lnlandc.img . . . 181
Figure 48: Vector Attributes CellArray . . . 183
Figure 49: Proximity Analysis . . . 186
Figure 50: Contiguity Analysis . . . 187
Figure 51: Using a Mask . . . 188
Figure 52: Sum Option of Neighborhood Analysis (Image Interpreter) . . . 190
Figure 53: Overlay . . . 192
Figure 54: Indexing . . . 193
Figure 55: Graphical Model for Sensitivity Analysis . . . 196
Figure 56: Graphical Model Structure . . . 197
Figure 57: Modeling Objects . . . 200
Figure 58: Graphical and Script Models For Tasseled Cap Transformation . . . . 204
Figure 59: Layer Errors . . . 210
Figure 60: Sample Scale Bars . . . 217
Figure 61: Sample Legend . . . 220
Figure 62: Sample Neatline, Tick Marks, and Grid Lines. . . 221
Figure 63: Sample Symbols . . . 222
Figure 64: Sample Sans Serif and Serif Typefaces with Various Styles Applied . . 225
Figure 65: Good Lettering vs. Bad Lettering . . . 226
Figure 66: Projection Types . . . 229
Figure 67: Tangent and Secant Cones . . . 230
Figure 68: Tangent and Secant Cylinders . . . 231
Figure 69: Ellipse . . . 241
Figure 70: Polynomial Curve vs. GCPs . . . 259
Figure 71: Linear Transformations . . . 261
Figure 72: Nonlinear Transformations . . . 262
Figure 73: Transformation Example—1st-Order . . . 265
Figure 75: Transformation Example—2nd-Order . . . 266
Figure 76: Transformation Example—4th GCP Added . . . 266
Figure 77: Transformation Example—3rd-Order . . . 267
Figure 78: Transformation Example—Effect of a 3rd-Order Transformation . . . . 267
Figure 79: Triangle Network . . . 269
Figure 80: Residuals and RMS Error Per Point . . . 272
Figure 81: RMS Error Tolerance . . . 273
Figure 82: Resampling . . . 275
Figure 83: Nearest Neighbor . . . 276
Figure 84: Bilinear Interpolation . . . 278
Figure 85: Linear Interpolation . . . 278
Figure 86: Cubic Convolution . . . 282
Figure 87: Layout for a Book Map and a Paneled Map . . . 290
Figure 88: Sample Map Composition . . . 292
Figure 89: Albers Conical Equal Area Projection . . . 305
Figure 90: Polar Aspect of the Azimuthal Equidistant Projection . . . 308
Figure 91: Behrmann Cylindrical Equal-Area Projection . . . 310
Figure 92: Bonne Projection . . . 312
Figure 93: Cassini Projection . . . 314
Figure 94: Cylindrical Equal-Area Projection . . . 316
Figure 95: Eckert I Projection . . . 320
Figure 96: Eckert II Projection . . . 322
Figure 97: Eckert III Projection . . . 324
Figure 98: Eckert IV Projection . . . 326
Figure 99: Eckert V Projection . . . 328
Figure 100: Eckert VI Projection . . . 330
Figure 101: Equidistant Conic Projection . . . 334
Figure 102: Equirectangular Projection . . . 337
Figure 103: Geographic Projection . . . 343
Figure 104: Hammer Projection . . . 347
Figure 105: Interrupted Goode Homolosine Projection . . . 349
Figure 106: Interrupted Mollweide Projection . . . 350
Figure 107: Lambert Azimuthal Equal Area Projection . . . 355
Figure 108: Lambert Conformal Conic Projection . . . 358
Figure 109: Loximuthal Projection . . . 362
Figure 110: Mercator Projection . . . 365
Figure 111: Miller Cylindrical Projection. . . 367
Figure 113: Mollweide Projection. . . 373
Figure 114: Oblique Mercator Projection . . . 378
Figure 115: Orthographic Projection . . . 381
Figure 116: Plate Carrée Projection. . . 382
Figure 117: Polar Stereographic Projection and its Geometric Construction . . . . 385
Figure 118: Polyconic Projection of North America . . . 387
Figure 119: Quartic Authalic Projection . . . 389
Figure 120: Robinson Projection . . . 391
Figure 121: Sinusoidal Projection . . . 394
Figure 122: Space Oblique Mercator Projection . . . 396
Figure 123: Zones of the State Plane Coordinate System . . . 399
Figure 124: Stereographic Projection . . . 410
Figure 125: Two Point Equidistant Projection . . . 415
Figure 126: Zones of the Universal Transverse Mercator Grid in the United States . .
417
Figure 127: Van der Grinten I Projection . . . 420
Figure 128: Wagner IV Projection . . . 422
Figure 129: Wagner VII Projection . . . 424
Figure 130: Winkel I Projection . . . 426
Figure 131: Winkel’s Tripel Projection . . . 442
Figure 132: Histograms of Radiometrically Enhanced Data . . . 463
Figure 133: Graph of a Lookup Table . . . 464
Figure 134: Enhancement with Lookup Tables . . . 465
Figure 135: Nonlinear Radiometric Enhancement . . . 466
Figure 136: Piecewise Linear Contrast Stretch . . . 467
Figure 137: Contrast Stretch Using Lookup Tables, and Effect on Histogram . . . 469
Figure 138: Histogram Equalization . . . 470
Figure 139: Histogram Equalization Example . . . 471
Figure 140: Equalized Histogram. . . 472
Figure 141: Histogram Matching . . . 473
Figure 142: Spatial Frequencies . . . 475
Figure 143: Applying a Convolution Kernel . . . 476
Figure 144: Output Values for Convolution Kernel . . . 477
Figure 145: Local Luminance Intercept . . . 483
Figure 146: Schematic Diagram of the Discrete Wavelet Transform - DWT . . . 486
Figure 147: Inverse Discrete Wavelet Transform - DWT-1 . . . 487
Figure 148: Wavelet Resolution Merge . . . 488
Figure 149: Two Band Scatterplot . . . 492
Figure 150: First Principal Component . . . 493
Figure 151: Range of First Principal Component . . . 493
Figure 152: Second Principal Component . . . 494
Figure 153: Intensity, Hue, and Saturation Color Coordinate System . . . 499
Figure 154: One-Dimensional Fourier Analysis . . . 512
Figure 155: Example of Fourier Magnitude . . . 514
Figure 156: The Padding Technique . . . 516
Figure 157: Comparison of Direct and Fourier Domain Processing . . . 518
Figure 158: An Ideal Cross Section . . . 520
Figure 159: High-Pass Filtering Using the Ideal Window. . . 521
Figure 160: Filtering Using the Bartlett Window . . . 521
Figure 161: Filtering Using the Butterworth Window . . . 522
Figure 162: Homomorphic Filtering Process . . . 524
Figure 163: Effects of Mean and Median Filters . . . 527
Figure 164: Regions of Local Region Filter . . . 528
Figure 165: One-dimensional, Continuous Edge, and Line Models . . . 533
Figure 166: A Noisy Edge Superimposed on an Ideal Edge . . . 533
Figure 167: Edge and Line Derivatives . . . 534
Figure 168: Adjust Brightness Function . . . 540
Figure 169: Range Lines vs. Lines of Constant Range . . . 541
Figure 170: Example of a Feature Space Image . . . 554
Figure 171: Process for Defining a Feature Space Object . . . 556
Figure 172: ISODATA Arbitrary Clusters . . . 559
Figure 173: ISODATA First Pass . . . 560
Figure 174: ISODATA Second Pass . . . 560
Figure 175: RGB Clustering . . . 563
Figure 176: Ellipse Evaluation of Signatures . . . 568
Figure 177: Classification Flow Diagram . . . 575
Figure 178: Parallelepiped Classification With Two Standard Deviations as Limits 576
Figure 179: Parallelepiped Corners Compared to the Signature Ellipse . . . 578
Figure 180: Feature Space Classification . . . 578
Figure 181: Minimum Spectral Distance . . . 580
Figure 182: Knowledge Engineer Editing Window . . . 586
Figure 183: Example of a Decision Tree Branch . . . 587
Figure 184: Split Rule Decision Tree Branch . . . 587
Figure 185: Knowledge Classifier Classes of Interest . . . 588
Figure 186: Histogram of a Distance Image . . . 590
Figure 187: Interactive Thresholding Tips . . . 591
Figure 188: Exposure Stations Along a Flight Path . . . 600
Figure 189: A Regular Rectangular Block of Aerial Photos . . . 601
Figure 190: Pixel Coordinates and Image Coordinates . . . 604
Figure 191: Image Space and Ground Space Coordinate System . . . 605
Figure 192: Terrestrial Photography . . . 606
Figure 193: Internal Geometry. . . 607
Figure 194: Pixel Coordinate System vs. Image Space Coordinate System . . . 609
Figure 195: Radial vs. Tangential Lens Distortion . . . 610
Figure 196: Elements of Exterior Orientation . . . 612
Figure 197: Space Forward Intersection . . . 616
Figure 198: Photogrammetric Configuration . . . 617
Figure 199: GCP Configuration . . . 625
Figure 200: GCPs in a Block of Images . . . 625
Figure 201: Point Distribution for Triangulation . . . 626
Figure 202: Tie Points in a Block . . . 627
Figure 203: Image Pyramid for Matching at Coarse to Full Resolution . . . 632
Figure 204: Perspective Centers of SPOT Scan Lines . . . 634
Figure 205: Image Coordinates in a Satellite Scene . . . 635
Figure 206: Interior Orientation of a SPOT Scene . . . 636
Figure 207: Inclination of a Satellite Stereo-Scene (View from North to South) . . 638
Figure 208: Velocity Vector and Orientation Angle of a Single Scene . . . 639
Figure 209: Ideal Point Distribution Over a Satellite Scene for Triangulation . . . . 641
Figure 210: Orthorectification . . . 642
Figure 211: Digital Orthophoto—Finding Gray Values . . . 642
Figure 212: Regularly Spaced Terrain Data Points . . . 646
Figure 213: 3 × 3 Window Calculates the Slope at Each Pixel . . . 648
Figure 214: Slope Calculation Example . . . 649
Figure 215: 3 × 3 Window Calculates the Aspect at Each Pixel . . . 650
Figure 216: Aspect Calculation Example . . . 651
Figure 217: Shaded Relief . . . 652
Figure 218: Doppler Cone . . . 664
Figure 219: Sparse Mapping and Output Grids . . . 665
Figure 220: Magnitude and Phase Data as shown in the complex plane . . . 666
Figure 221: IMAGINE StereoSAR DEM Process Flow . . . 668
Figure 222: SAR Image Intersection . . . 669
Figure 223: UL Corner of the Reference Image . . . 674
Figure 224: UL Corner of the Match Image . . . 674
Figure 225: Image Pyramid . . . 675
Figure 226: Electromagnetic Wave . . . 680
Figure 227: Variation of Electric Field in Time . . . 681
Figure 228: Effect of Time and Distance on Energy . . . 682
Figure 229: Geometric Model for an Interferometric SAR System . . . 683
Figure 230: Differential Collection Geometry . . . 686
Figure 231: Interferometric Phase Image without Filtering . . . 691
Figure 232: Interferometric Phase Image with Filtering . . . 691
Figure 233: Interferometric Phase Image without Phase Flattening . . . 692
Figure 234: Electromagnetic Wave Traveling through Space . . . 693
Figure 235: One-dimensional Continuous vs. Wrapped Phase Function . . . 694
Figure 236: Sequence of Unwrapped Phase Images . . . 695
Figure 237: Wrapped vs. Unwrapped Phase Images . . . 696
Figure 238: Histogram . . . 698
Figure 239: Normal Distribution . . . 701
Figure 240: Measurement Vector . . . 706
Figure 241: Mean Vector . . . 707
Figure 242: Two Band Plot . . . 708
Figure 243: Two-band Scatterplot . . . 709
List of Tables
Description of File Types 44
Raster Data Formats 56
Annotation Data Formats 63
Vector Data Formats 64
AVNIR-2 Sensor Characteristics 69
PRISM Sensor Characteristics 70
ASTER Characteristics 70
EROS A - EROS B Characteristics 71
FORMOSAT-2 Characteristics 72
GeoEye-1 Characteristics 72
KOMPSAT-1 and KOMPSAT-2 Characteristics 75
AVHRR Data Characteristics 83
QuickBird Characteristics 85
RapidEye Characteristics 86
WorldView-1 Characteristics 91
WorldView-2 Characteristics 92
Commonly Used Bands for Radar Imaging 95
PALSAR Sensor Characteristics 98
COSMO-SkyMed Imaging Characteristics 98
JERS-1 Bands and Wavelengths 102
RADARSAT Beam Mode Resolution 103
RADARSAT-2 Characteristics 104
SIR-C/X-SAR Bands and Frequencies 106
TerraSAR-X Imaging Characteristics 106
Daedalus TMS Bands and Wavelengths 108
ARC System Chart Types 114
Legend Files for the ARC System Chart Types 115
Common Raster Data Products 127
File Types Created by Screendump 136
Common TIFF Format Elements 136
Conversion of DXF Entries 140
Conversion of IGES Entities 142
Colorcell Example 148
Commonly Used RGB Colors 159
Example of a Recoded Land Cover Layer 190
Model Maker Functions 198
General Editing Operations and Supporting Feature Types 207
Comparison of Building and Cleaning Coverages 208
Common Map Scales 217
Pixels per Inch 218
Acres and Hectares per Pixel 219
Map Projections 237
Projection Parameters 238
Non-Earth Spheroids for use with ERDAS IMAGINE 246
NAD27 State Plane Coordinate System for the United States 399
NAD83 State Plane Coordinate System for the United States 404
UTM Zones, Central Meridians, and Longitude Ranges 417
Description of Modeling Functions Available for Enhancement 457
Theoretical Coefficient of Variation Values 529
Training Sample Comparison 553
Scanning Resolutions 602
SAR Parameters Required for Georeferencing 657
STD_LP_HD Correlator 675
Preface
Introduction
The purpose of the ERDAS Field Guide™ is to provide background information on why one might use particular geographic information system (GIS) and image processing functions and how the software is manipulating the data, rather than what buttons to push to actually perform those functions. This book is also aimed at a diverse audience: from those who are new to geoprocessing to those savvy users who have been in this industry for years. For the novice, the ERDAS FieldGuide provides a brief history of the field, an extensive glossary of
terms, and notes about applications for the different processes
described. For the experienced user, the ERDAS Field Guide includes the formulas and algorithms that are used in the code, so that he or she can see exactly how each operation works.
Although the ERDAS Field Guide is primarily a reference to basic image processing and GIS concepts, it is geared toward ERDAS IMAGINE® users and the functions within ERDAS IMAGINE software, such as GIS analysis, image processing, cartography and map projections, graphics display hardware, statistics, and remote sensing. However, in some cases, processes and functions are described that may not be in the current version of the software, but planned for a future release. There may also be functions described that are not available on your system, due to the actual package that you are using.
The enthusiasm with which the first four editions of the ERDAS Field
Guide were received has been extremely gratifying, both to the authors
and to Leica Geosystems GIS & Mapping, LLC as a whole. First conceived as a helpful manual for users, the ERDAS Field Guide is now being used as a textbook, lab manual, and training guide throughout the world.
The ERDAS Field Guide will continue to expand and improve to keep pace with the profession. Suggestions and ideas for future editions are always welcome, and should be addressed to the Technical Writing department of Engineering at Leica Geosystems, in Norcross, Georgia.
Conventions Used
in this Book
The following paragraphs are used throughout the ERDAS Field Guide and other ERDAS IMAGINE documentation.
These paragraphs contain strong warnings or important tips.
These paragraphs lead you to other chapters in the ERDAS Field Guide or other manuals for additional information.
These paragraphs give you additional information.
These paragraphs provide software version specific information. NOTE: Notes give additional instruction
Raster Data
Introduction
The ERDAS IMAGINE system incorporates the functions of both imageprocessing and GIS. These functions include importing, viewing, altering, and analyzing raster and vector data sets.
This chapter is an introduction to raster data, including: • remote sensing
• data storage formats • different types of resolution • radiometric correction • geocoded data • raster data in GIS
See "Vector Data" on page 41 for more information on vector data.
Image Data
In general terms, an image is a digital picture or representation of an object. Remotely sensed image data are digital representations of the Earth. Image data are stored in data files, also called image files, on magnetic tapes, computer disks, or other media. The data consist only of numbers. These representations form images when they are displayed on a screen or are output to hardcopy.Each number in an image file is a data file value. Data file values are sometimes referred to as pixels. The term pixel is abbreviated from picture element. A pixel is the smallest part of a picture (the area being scanned) with a single value. The data file value is the measured brightness value of the pixel at a specific wavelength.
Raster image data are laid out in a grid similar to the squares on a checkerboard. Each cell of the grid is represented by a pixel, also known as a grid cell.
In remotely sensed image data, each pixel represents an area of the Earth at a specific location. The data file value assigned to that pixel is the record of reflected radiation or emitted heat from the Earth’s surface at that location.
Data file values may also represent elevation, as in digital elevation models (DEMs).
The terms pixel and data file value are not interchangeable in ERDAS IMAGINE. Pixel is used as a broad term with many meanings, one of which is data file value. One pixel in a file may consist of many data file values. When an image is displayed or printed, other types of values are represented by a pixel.
See "Image Display" on page 145 for more information on how images are displayed.
Bands
Image data may include several bands of information. Each band is a set of data file values for a specific portion of the electromagnetic spectrum of reflected light or emitted heat (red, green, blue, near-infrared, near-infrared, thermal, and so forth) or some other user-defined information created by combining or enhancing the original bands, or creating new bands from other sources.ERDAS IMAGINE programs can handle an unlimited number of bands of image data in a single file.
Figure 1: Pixels and Bands in a Raster Image
See "Enhancement" on page 455 for more information on combining or enhancing bands of data.
Bands vs. Layers
In ERDAS IMAGINE, bands of data are occasionally referred to as layers. Once a band is imported into a GIS, it becomes a layer of information which can be processed in various ways. Additional layers can be created and added to the image file (.img extension) in ERDAS IMAGINE, such as layers created by combining existing layers.
Read more about image files in ERDAS IMAGINE Format (.img)
on page 25.
1 pixel
Layers vs. Viewer Layers
The Viewer permits several images to be layered, in which case each image (including a multiband image) may be a layer.
Numeral Types
The range and the type of numbers used in a raster layer determine how the layer is displayed and processed. For example, a layer of elevation data with values ranging from -51.257 to 553.401 would be treated differently from a layer using only two values to show land and water.
The data file values in raster layers generally fall into these categories: • Nominal data file values are simply categorized and named. The
actual value used for each category has no inherent meaning—it is simply a class value. An example of a nominal raster layer would be a thematic layer showing tree species.
• Ordinal data are similar to nominal data, except that the file values put the classes in a rank or order. For example, a layer with classes numbered and named:
1 - Good, 2 - Moderate, and 3 - Poor is an ordinal system.
• Interval data file values have an order, but the intervals between the values are also meaningful. Interval data measure some
characteristic, such as elevation or degrees Fahrenheit, which does not necessarily have an absolute zero. (The difference between two values in interval data is meaningful.)
• Ratio data measure a condition that has a natural zero, such as electromagnetic radiation (as in most remotely sensed data), rainfall, or slope.
Nominal and ordinal data lend themselves to applications in which categories, or themes, are used. Therefore, these layers are sometimes called categorical or thematic.
Likewise, interval and ratio layers are more likely to measure a condition, causing the file values to represent continuous gradations across the layer. Such layers are called continuous.
Coordinate Systems
The location of a pixel in a file or on a displayed or printed image is expressed using a coordinate system. In two-dimensional coordinate systems, locations are organized in a grid of columns and rows. Each location on the grid is expressed as a pair of coordinates known as X and Y. The X coordinate specifies the column of the grid, and the Y coordinate specifies the row. Image data organized into such a grid are known as raster data.• file coordinates—indicate the location of a pixel within the image (data file)
• map coordinates—indicate the location of a pixel in a map
File Coordinates
File coordinates refer to the location of the pixels within the image (data) file. File coordinates for the pixel in the upper left corner of the image always begin at 0, 0.
Figure 2: Typical File Coordinates
Map Coordinates
Map coordinates may be expressed in one of a number of map coordinate or projection systems. The type of map coordinates used by a data file depends on the method used to create the file (remote sensing, scanning an existing map, and so forth). In ERDAS IMAGINE, a data file can be converted from one map coordinate system to another.
For more information on map coordinates and projection systems, see "Cartography" on page 211 or "Map Projections" on page 297. See "Rectification" on page 251 for more information on changing the map coordinate system of a data file.
Remote Sensing
Remote sensing is the acquisition of data about an object or scene by a sensor that is far from the object (Colwell, 1983). Aerial photography, satellite imagery, and radar are all forms of remotely sensed data. Usually, remotely sensed data refer to data of the Earth collected from sensors on satellites or aircraft. Most of the images used as input to the ERDAS IMAGINE system are remotely sensed. However, you are not limited to remotely sensed data.rows (y) (3,1)x,y
columns (x) 0 1 2 3 0 1 2 3 4
This section is a brief introduction to remote sensing. There are many books available for more detailed information, including
Colwell, 1983, Swain and Davis, 1978; and Slater, 1980 (see
"Bibliography" on page 777).
Electromagnetic Radiation Spectrum
The sensors on remote sensing platforms usually record
electromagnetic radiation. Electromagnetic radiation (EMR) is energy transmitted through space in the form of electric and magnetic waves (Star and Estes, 1990). Remote sensors are made up of detectors that record specific wavelengths of the electromagnetic spectrum. The electromagnetic spectrum is the range of electromagnetic radiation extending from cosmic waves to radio waves ("Jensen, 1996"). All types of land cover (rock types, water bodies, and so forth) absorb a portion of the electromagnetic spectrum, giving a distinguishable signature of electromagnetic radiation. Armed with the knowledge of which wavelengths are absorbed by certain features and the intensity of the reflectance, you can analyze a remotely sensed image and make fairly accurate assumptions about the scene. Figure 3: illustrates the electromagnetic spectrum (Suits, 1983; Star and Estes, 1990).
Figure 3: Electromagnetic Spectrum
SWIR and LWIR
The near-infrared and middle-infrared regions of the electromagnetic spectrum are sometimes referred to as the short wave infrared region (SWIR). This is to distinguish this area from the thermal or far infrared region, which is often referred to as the long wave infrared region (LWIR). The SWIR is characterized by reflected radiation whereas the LWIR is characterized by emitted radiation.
micrometers μm (one millionth of a meter)
0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 13.0 14.0 15.0 16.0 17.0 Reflected Thermal SWIR LWIR Visible (0.4 - 0.7) Blue (0.4 - 0.5) Green (0.5 - 0.6) Red (0.6 - 0.7) Near-infrared (0.7 - 2.0) Ultraviolet Middle-infrared (2.0 - 5.0) Far-infrared(8.0 - 15.0) Radar
Absorption / Reflection
Spectra
When radiation interacts with matter, some wavelengths are absorbed and others are reflected.To enhance features in image data, it is necessary to understand how vegetation, soils, water, and other land covers reflect and absorb radiation. The study of the absorption and reflection of EMR waves is called spectroscopy.
Spectroscopy
Most commercial sensors, with the exception of imaging radar sensors, are passive solar imaging sensors. Passive solar imaging sensors can only receive radiation waves; they cannot transmit radiation. (Imaging radar sensors are active sensors that emit a burst of microwave radiation and receive the backscattered radiation.)
The use of passive solar imaging sensors to characterize or identify a material of interest is based on the principles of spectroscopy.
Therefore, to fully utilize a visible/infrared (VIS/IR) multispectral data set and properly apply enhancement algorithms, it is necessary to
understand these basic principles. Spectroscopy reveals the:
• absorption spectra—the EMR wavelengths that are absorbed by specific materials of interest
• reflection spectra—the EMR wavelengths that are reflected by specific materials of interest
Absorption Spectra
Absorption is based on the molecular bonds in the (surface) material. Which wavelengths are absorbed depends upon the chemical
composition and crystalline structure of the material. For pure compounds, these absorption bands are so specific that the SWIR region is often called an infrared fingerprint.
Atmospheric Absorption
In remote sensing, the sun is the radiation source for passive sensors. However, the sun does not emit the same amount of radiation at all wavelengths. Figure 4 shows the solar irradiation curve, which is far from linear.
Figure 4: Sun Illumination Spectral Irradiance at the Earth’s Surface
Source: Modified from Chahine et al, 1983
Solar radiation must travel through the Earth’s atmosphere before it reaches the Earth’s surface. As it travels through the atmosphere, radiation is affected by four phenomena (Elachi, 1987):
• absorption—the amount of radiation absorbed by the atmosphere • scattering—the amount of radiation scattered away from the field of
view by the atmosphere
• scattering source—divergent solar irradiation scattered into the field of view
• emission source—radiation re-emitted after absorption
0 0.0 Eλ Sp ectral Irr a di ance ( W m -2 m -1 ) 3.0 1.5 1.8 2.1 2.4 2.7 1.2 0.9 0.6 0.3 Wavelength μm 2500 2000 1500 1000 500 UV VIS INFRARED
Solar irradiation curve outside atmosphere
Solar irradiation curve at sea level
Figure 5: Factors Affecting Radiation
Source: Elachi, 1987
Absorption is not a linear phenomena—it is logarithmic with concentration (Flaschka, 1969). In addition, the concentration of atmospheric gases, especially water vapor, is variable. The other major gases of importance are carbon dioxide (CO2) and ozone (O3), which can vary considerably around urban areas. Thus, the extent of
atmospheric absorbance varies with humidity, elevation, proximity to (or downwind of) urban smog, and other factors.
Scattering is modeled as Rayleigh scattering with a commonly used algorithm that accounts for the scattering of short wavelength energy by the gas molecules in the atmosphere (Pratt, 1991)—for example, ozone. Scattering is variable with both wavelength and atmospheric aerosols. Aerosols differ regionally (ocean vs. desert) and daily (for example, Los Angeles smog has different concentrations daily). Scattering source and emission source may account for only 5% of the variance. These factors are minor, but they must be considered for accurate calculation. After interaction with the target material, the reflected radiation must travel back through the atmosphere and be subjected to these phenomena a second time to arrive at the satellite.
Absorption—the amount of
Scattering—the amount of radiation
Scattering Source—divergent solar
Emission Source—radiation
Radiation
radiation absorbed by the atmosphere
re-emitted after absorption
scattered away from the field of view
irradiations scattered into the field of view
The mathematical models that attempt to quantify the total atmospheric effect on the solar illumination are called radiative transfer equations. Some of the most commonly used are Lowtran (Kneizys et al, 1988) and Modtran (Berk et al, 1989).
See "Enhancement" on page 455 for more information on atmospheric modeling.
Reflectance Spectra
After rigorously defining the incident radiation (solar irradiation at target), it is possible to study the interaction of the radiation with the target material. When an electromagnetic wave (solar illumination in this case) strikes a target surface, three interactions are possible (Elachi, 1987):
• reflection • transmission • scattering
It is the reflected radiation, generally modeled as bidirectional
reflectance (Clark and Roush, 1984), that is measured by the remote sensor.
Remotely sensed data are made up of reflectance values. The resulting reflectance values translate into discrete digital numbers (or values) recorded by the sensing device. These gray scale values fit within a certain bit range (such as 0 to 255, which is 8-bit data) depending on the characteristics of the sensor.
Each satellite sensor detector is designed to record a specific portion of the electromagnetic spectrum. For example, Landsat Thematic Mapper (TM) band 1 records the 0.45 to 0.52 μm portion of the spectrum and is designed for water body penetration, making it useful for coastal water mapping. It is also useful for soil/vegetation discriminations, forest type mapping, and cultural features identification (Lillesand and Kiefer, 1987).
The characteristics of each sensor provide the first level of constraints on how to approach the task of enhancing specific features, such as vegetation or urban areas. Therefore, when choosing an enhancement technique, one should pay close attention to the characteristics of the land cover types within the constraints imposed by the individual sensors.
The use of VIS/IR imagery for target discrimination, whether the target is mineral, vegetation, man-made, or even the atmosphere itself, is based on the reflectance spectrum of the material of interest (see
Figure 6). Every material has a characteristic spectrum based on the chemical composition of the material. When sunlight (the illumination source for VIS/IR imagery) strikes a target, certain wavelengths are absorbed by the chemical bonds; the rest are reflected back to the sensor. It is, in fact, the wavelengths that are not returned to the sensor that provide information about the imaged area.
Specific wavelengths are also absorbed by gases in the atmosphere (H2O vapor, CO2, O2, and so forth). If the atmosphere absorbs a large percentage of the radiation, it becomes difficult or impossible to use that particular wavelength(s) to study the Earth. For the present Landsat and Systeme Pour l’observation de la Terre (SPOT) sensors, only the water vapor bands are considered strong enough to exclude the use of their spectral absorption region. Figure 6 shows how Landsat TM bands 5 and 7 were carefully placed to avoid these regions. Absorption by other atmospheric gases was not extensive enough to eliminate the use of the spectral region for present day broad band sensors.
Figure 6: Reflectance Spectra
100 80 60 40 20 0 Refle c ta nce , % .4 .6 .8 1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 Wavelength, μm Vegetation (green) Silt loam Atmospheric bands 4 5 6 7 Landsat MSS bands 1 2 3 4 5 7 Landsat TM bands Kaolinite absorption
Source: Modified from Fraser, 1986;Crist et al, 1986; Sabins, 1987
NOTE: This chart is for comparison purposes only. It is not meant to show actual values. The spectra are offset to better display the lines.
An inspection of the spectra reveals the theoretical basis of some of the indices in the ERDAS IMAGINE Image Interpreter. Consider the vegetation index TM4/TM3. It is readily apparent that for vegetation this value could be very large. For soils, the value could be much smaller, and for clay minerals, the value could be near zero. Conversely, when the clay ratio TM5/TM7 is considered, the opposite applies.
Hyperspectral Data
As remote sensing moves toward the use of more and narrower bands (for example, AVIRIS with 224 bands each only 10 nm wide),
absorption by specific atmospheric gases must be considered. These multiband sensors are called hyperspectral sensors. As more and more of the incident radiation is absorbed by the atmosphere, the digital number (DN) values of that band get lower, eventually becoming useless—unless one is studying the atmosphere. Someone wanting to measure the atmospheric content of a specific gas could utilize the bands of specific absorption.
NOTE: Hyperspectral bands are generally measured in nanometers (nm).
Figure 6 shows the spectral bandwidths of the channels for the Landsat sensors plotted above the absorption spectra of some common natural materials (kaolin clay, silty loam soil, and green vegetation). Note that while the spectra are continuous, the Landsat channels are segmented or discontinuous. We can still use the spectra in interpreting the Landsat data. For example, a Normalized Difference Vegetation Index (NDVI) ratio for the three would be very different and, therefore, could be used to discriminate between the three materials. Similarly, the ratio TM5/TM7 is commonly used to measure the concentration of clay minerals. Evaluation of the spectra shows why.
Figure 7 shows detail of the absorption spectra of three clay minerals. Because of the wide bandpass (2080 to 2350 nm) of TM band 7, it is not possible to discern between these three minerals with the Landsat sensor. As mentioned, the AVIRIS hyperspectral sensor has a large number of approximately 10 nm wide bands. With the proper selection of band ratios, mineral identification becomes possible. With this data set, it would be possible to discriminate between these three clay minerals, again using band ratios. For example, a color composite image prepared from RGB = 2160nm/2190nm, 2220nm/2250nm, 2350nm/2488nm could produce a color-coded clay mineral image-map.
The commercial airborne multispectral scanners are used in a similar fashion. The Airborne Imaging Spectrometer from the Geophysical & Environmental Research Corp. (GER) has 79 bands in the UV, visible, SWIR, and thermal-infrared regions. The Airborne Multispectral Scanner Mk2 by Geoscan Pty, Ltd., has up to 52 bands in the visible, SWIR, and thermal-infrared regions. To properly utilize these
hyperspectral sensors, you must understand the phenomenon involved and have some idea of the target materials being sought.
Figure 7: Laboratory Spectra of Clay Minerals in the Infrared Region
Source: Modified from Sabins, 1987
NOTE: Spectra are offset vertically for clarity.
2000 2200 2400 2600 Landsat TM band 7 2080 nm 2350 nm Kaolinite Montmorillonite Illite Re flec ta nce , % Wavelength, nm
The characteristics of Landsat, AVIRIS, and other data types are discussed in "Raster and Vector Data Sources" on page 55. See
"Enhancement" on page 455 for more information on the NDVI ratio.
Imaging Radar Data
Radar remote sensors can be broken into two broad categories: passive and active. The passive sensors record the very low intensity, microwave radiation naturally emitted by the Earth. Because of the very low intensity, these images have low spatial resolution (that is, large pixel size).
It is the active sensors, termed imaging radar, that are introducing a new generation of satellite imagery to remote sensing. To produce an image, these satellites emit a directed beam of microwave energy at the target, and then collect the backscattered (reflected) radiation from the target scene. Because they must emit a powerful burst of energy, these satellites require large solar collectors and storage batteries. For this reason, they cannot operate continuously; some satellites are limited to 10 minutes of operation per hour.
The microwave energy emitted by an active radar sensor is coherent and defined by a narrow bandwidth. The following table summarizes the bandwidths used in remote sensing.
*Wavelengths commonly used in imaging radars are shown in parentheses. Band Designation* Wavelength (λ), cm Frequency (υ), GHz
(109 cycles · sec-1) Ka (0.86 cm) 0.8 to 1.1 40.0 to 26.5 K 1.1 to 1.7 26.5 to 18.0 Ku 1.7 to 2.4 18.0 to 12.5 X (3.0 cm, 3.2 cm) 2.4 to 3.8 12.5 to 8.0 C 3.8 to 7.5 8.0 to 4.0 S 7.5 to 15.0 4.0 to 2.0 L (23.5 cm, 25.0 cm) 15.0 to 30.0 2.0 to 1.0 P 30.0 to 100.0 1.0 to 0.3