Title: Medium Format Digital Cameras: Standards and Specifications for Calibration and Stability Analysis
1Medium Format Digital CamerasStandards and
Specifications for Calibration and Stability
Analysis
- A. F. Habib
- Digital Photogrammetry Research Group
- http//dprg.geomatics.ucalgary.ca
- Department of Geomatics Engineering
- University of Calgary, Canada
2Introduction
3Operational Photogrammetric Systems
- Classification of digital cameras
(photogrammetric perspective) - Line Cameras (ADS 40)
- Large format digital frame cameras (??)
- Multi-head digital frame cameras (DMCTM, UltrCam,
DiMAC 2.0) - Medium-format Digital Cameras (MFDC)
- Mass-produced MFDC for mapping purposes (DSS,
DiMAC Light) - MFDC for mapping purposes from data providers
(DAC 101) - Amateur medium format digital cameras (AMFDC)
4MFDC from Data Providers
- DAC 101 Camera assembled by Selkirk Remote
Sensing - The camera utilizes a 60mm Rollei lens with a
Rodenstock Apo-Sironar shutter and a 22 megapixel
digital back (5440x4080 Imacon Ixpress 132
Digital Back with 9µm pixel size)
5Amateur Medium-Format Digital Cameras
Kodak 14n
Canon EOS 1D
AMFDC
SONY 717
6Large Format Analog Cameras (LFAC)
WILD RC10
7Medium Format Digital Cameras (AMFDC)
SONY DSC F717
8MFDC Relevant Questions
- Is the use of amateur MFDC in mapping
applications a temporary or permanent phenomenon?
- How to develop meaningful standards for
evaluating the outcome from the calibration
procedure? - How to develop meaningful standards for
evaluating the stability of the involved camera? - Is there a flexibility in choosing the stability
analysis tool, which is commensurate with the
geo-referencing procedure to be implemented for
this camera?
9Standards and Specification Philosophy
- Regulating the use of imaging systems in mapping
applications can be done through either - Having a government body (third party)
responsible for the evaluation/calibration of the
imaging systems. - Widely adopted for analog cameras (USGS, NRCAN).
- Certifying the imaging systems.
- Suitable for digital imaging systems intended for
mapping applications (DMCTM, ADS 40, UltrCam,
DiMAC, DSS, etc.). - Transferring the responsibility to the data
provider after establishing a set of standards
and specifications. - Appropriate for AMFDC and MFDC from data
providers. - Calibration, stability analysis, achievable
accuracy.
10Indoor Calibration Test Field
11Indoor Calibration Test Field
12Indoor Calibration Test Field
13Indoor Calibration Test Field
14Tested Cameras (Example)
15Tested Cameras (Example)
16Data Acquisition
17Calibration Images
Center High Low
18Calibration Images
Left High Low
19Calibration Images
Right High Low
20Calibration Specifications
- Variance component of unit weight
- Tier I lt 1 Pixel
- Tier II lt 1.5 Pixels
- Tier III lt N/A Pixels
- No correlation should exist among the estimated
parameters - Standard deviations of the estimated IOP
parameters (xp, yp, c) - Tier I lt 1 Pixel
- Tier II lt 1.5 Pixels
- Tier III lt N/A
21Stability Analysis Proposed Approach
Side View
Top View
P.C.II
P.C.I
cII
cI
Bundle I
Bundle II
Original Image Grid Points
Distortion-free Grid Points using IOPI
Distortion-free Grid Points using IOPII
22Stability Analysis Proposed Approach
- Method 1 Zero Rotation (ZROT)
- Same perspective center (no shift allowed)
- Parallel image coordinate systems (no rotation
allowed)
P.C.
Ray from Bundle I
Ray from Bundle II
Offset
cI
cII
Original Image Points
Distortion-free Grid Point using IOPI
Distortion-free Grid Point using IOPII
Projected Grid Point of IOPII
23Stability Analysis Proposed Approach
- Method 2 Rotation (ROT)
- Same perspective center (no shift allowed)
- Rotation allowed
P.C. (0, 0, 0)
pI (xI, yI,-cI)
R (?, ?, ?)
pII (xII, yII,-cII)
Original Image Points
Distortion-free Grid Point using IOPI
Distortion-free Grid Point using IOPII
Projected Grid Point of IOPII
24Stability Analysis Proposed Approach
- Method 3 Single Photo Resection (SPR)
- Object space comparison
- Spatial and rotational offsets permitted
P.C.I
cI
cII
P.C.II
Original Image Points
Distortion-free Grid Point using IOPI
Distortion-free Grid Point using IOPII
Bundle I
Back-projected Object Points
Bundle II
25Stability Specifications
- The similarity measure (RMSE offset) value is
computed to express the degree of similarity
between the bundles from two sets of IOPs. - The cameras must meet the following
specifications to be deemed stable. - Tier I lt 1 Pixel
- Tier II lt 1.5 Pixels
- Tier III N/A
- A software is available for the calibration and
stability analysis procedures.
26MFDC Relevant Questions
- Can the stability analysis be used for evaluating
the equivalency of different distortion models? - Appropriate distortion models.
- Should the standards for the calibration and
stability analysis be expressed in terms of image
or object space units? - What is the achievable accuracy from MFDC?
- Geo-referencing method (GCP, GNSS-assisted,
GNSS/INSS). - Number of tie points.
- What are the applications most suited for MFDC?
- Small blocks, in combination with LiDAR systems,
in combination with high resolution satellite
scenes.
27MFDC Aerial Mapping
- Kodak DCS-14n
- CMOS (4536x 3024)
- 50 mm Zeiss lens
- Pixel size 7.9x7.9 µm
- 12 Photos
- Flying height 1200 m
- GSD 0.20 meters
28MFDC Aerial Mapping
Federal University of Parana, Brazil
29MFDC Aerial Mapping
Number of Check Points Number of Check Points Mean (m) Standard dev. (m) RMSE (m)
17 Signalized Targets X 0.055 0.147 0.157
17 Signalized Targets Y 0.210 0.113 0.238
17 Signalized Targets Z 0.170 0.311 0.355
28 Natural Targets X 0.231 0.343 0.413
28 Natural Targets Y 0.201 0.141 0.246
28 Natural Targets Z -0.033 0.693 0.694
Root Mean Square Error Analysis
30MFDC Aerial Mapping
Orthophoto generated for Kodak (left) and RC10
(right) imagery
31MFDC, LiDAR Satellite Scenes
32Experimental Results Dataset
Lower Block
Lower LIDAR Scan
DSS Lower Block
33MFDC, LiDAR Satellite Scenes