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WINTER 2007 |
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Pakistan
United International Technologies, (Pvt) Ltd. |
Peru
BMP Geomatica S.A. |
Philippines
DARUMA Technologies, Inc. |
TurkeyATAY Engineering Co. |
For a complete list of all distributors, please visit our website: http://www.socetgxp.com/contact_distributors.htm.

We are starting to plan our training and workshop schedule for 2007, and would appreciate your input. If you are interested in a particular topic and would like us to schedule a regional workshop in your area, please send an email to: socetgxp.support@baesystems.com.
The SOCET SET/SOCET GXP workshop held in Tokyo, Japan on October 26, 2006 attracted many curious participants. The emphasis was on defense and homeland security. The workshop was divided into three different sessions, each with a specific focus:
SOCET SET data preparation
SOCET GXP: Hurricane Katrina response
SOCET GXP: Homeland Security terrorist response scenario
SOCET GXP: UAV Screener demo

U&U Engineering, a BAE Systems GXP Distributor, demonstrated the strengths of SOCET SET and SOCET GXP at the 2006 Taiwan GIS Conference and Exhibition last November.

How are SOCET SET image coordinates defined?
SOCET SET image coordinates are expressed as an ordered pair of double precision, floating point numbers which identify a row (line) and column (sample) location within the matrix of pixels. The SOCET SET image coordinate values can be seen on the Coordinate Measurement window, or within measurement files from triangulation (*.ipf) and interior orientation (*.iop).
The origin, position (0,0), to which the line and sample values are referenced is defined as half of the total number of lines and half of the total number of samples measured from the center of the upper left pixel. This means that the origin of the image coordinate system may fall inside a pixel or on the boundary between pixels depending on whether the number of lines and samples is even or odd, respectively. Also it should be noted that the origin will be near the center of the image, not exactly at the center. The origin will be one half pixel down and to the right of the actual image center.
Figure 1. Even number of lines and samples, origin inside a pixel. |
Figure 2. Odd number of lines and samples, origin at pixel boundary. |
Positive line coordinates are measured downward from the origin and positive sample coordinates are to the right of the origin. Lines above the origin are negative as are samples to the left of the origin. The figure below shows some example image locations and their line and sample values in the SOCET SET image coordinate system. See Sensor Model section of the SOCET SET programmer's reference for more detail. |
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Figure 3. Point, line and sample results |
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Note to Developers: When integrating SOCET SET with other applications where image coordinates are being passed back and forth, it is the calling application's responsibility to convert the image coordinates to/from SOCET SET coordinates, origin as described above, and the coordinate system used by the other application — most likely origin at the upper left hand corner.

SOCET GXP v2.3, scheduled to launch early this summer, features spatially-enabled exploitation (SEE) through vector analysis with a direct bidirectional link to the ESRI® database and the SOCET SET v5.4 feature database; MIL STD 2525 graphics; and Advanced Geospatial Intelligence (AGI) capabilities (formerly MASINT). Other exciting updates planned for SOCET GXP v3.0 include intuitive, easy-to-use Office 2007 style Ribbon user interface and photogrammetric capabilities.
And remember, SOCET SET users with active Upgrade Entitlement migrate to equivalent photogrammetric functionality in SOCET GXP v3.x free of charge!
Enhancements to SOCET SET v5.4, to be released in early spring 2007, include the same NGATE and grid processing functionality planned for SOCET GXP v3.0.

Last quarter, we unveiled development efforts under way for a new SOCET SET module, NGATE, led by GXP's Dr. Bingcai Zhang. We are now excited to announce that NGATE will be available in the forthcoming SOCET SET v5.4 release.
NGATE's performance has exceeded our expectations. Originally, we were scheduled to introduce NGATE in SOCET GXP, our next generation software package. However, with the excellent results we've seen, we have decided to include it with SOCET SET as well, so that all of our users can experience the quality, high-resolution terrain output generated from NGATE.
While SOCET SET's Automatic Terrain Extraction (ATE) feature works well with natural terrain, NGATE is far superior in extracting structures such as buildings in urban areas. NGATE is designed to work with both natural terrain and urban areas by employing a hybrid matching process. DTMs of urban areas generated from NGATE need very little editing.
Some of the benefits of NGATE include the following:
The main cost of DTM generation is manual editing: NGATE reduces editing time significantly.
For details about NGATE, http://www.socetgxp.com/edu_propapers.htm.
Grid processing, using the Condor® (http://www.cs.wisc.edu/condor/) grid computing software for distributed processing, will be available in SOCET SET v5.4 for the complex tasks of TFRD decompression and VQ compression for the CIB®-like and DPPDB production workflows (SOCET SET Controlled Image Base® Format Production Module, which uses MIL-PRF-89041, 15 May 1999 format specifications and SOCET SET Digital Point Positioning Data Base Format Production Module, which uses MIL-PRF-89034, March 1999 format specifications).
Grid processing will be expanded to increase performance of the CPU-intensive tasks ATE, NGATE and Orthomosaic (Mosaic Manager). Currently, each of these applications uses multiple CPUs within a single computer or server for distributed processing, but v5.4.1 will take advantage of unused network resources to break up the processing. Documentation on the performance improvements for multi-CPU processing of orthomosaics can be found at http://www.socetgxp.com/edu_whitepapers.htm.
With the launch of SOCET SET v5.4, ESRI's ArcGIS 9.2 software, which debuted in November 2006, will be integrated fully with SOCET SET. ArcGIS 9.2 includes new productivity tools, data visualization and analysis capabilities, sophisticated cartographic tools, high-precision coordinate storage, and expanded support for standards. According to Jack Dangermond, president of ESRI, "This is one of the biggest, most significant software releases in ESRI's history. Version 9.2 represents a major advance in improving the tools that make GIS professionals more productive."
Both new releases of SOCET GXP and SOCET SET will support the NextView sensors, GeoEye™-1 and WorldView 1, 0.5 meter resolution satellites, scheduled for launch in late spring 2007. And SOCET SET v5.4.0 will be included in the IEC 6.1 baseline.

Finnish Geodetic Institute purchases SOCET SET and BINGO to aid research efforts The Finnish Geodetic Institute (FGI), a research institute for mapping sciences located near Helsinki, Finland, purchased the SOCET SET Pro Bundle as well as SOCET SET's BINGO module to assist in their ongoing efforts to create an ideal research and testing environment. FGI's primary responsibility is to research geospatial information and develop methods for public authorities and companies in Finland and elsewhere. Therefore the robust processing capabilities of SOCET SET's new Adaptive Tie-Point Matcher (ATM) as well as its ability to work with multiple sensors in a single block adjustment is attractive to the FGI team. ATM can match imagery and create tie points automatically from disparate sensors, saving valuable time and resources. Furthermore, using SOCET SET's Developers Kit, they can create their own sensor models with ease.
FGI manages and processes geodetic information and develops methods to support the national spatial data infrastructure of Finland. It is also tasked with fostering the introduction of geodetic, geoinformatic, remote sensing, and navigation methods and equipment in the acquisition and processing of geospatial information. Furthermore, it conducts field tests for airborne mapping, and manages geospatial metrology and the nationwide coordinate systems.
Among its responsibilities are studying and researching:
The explosion of satellite technology and increased demands on geospatial accuracy and exploitation have yielded numerous innovative measuring and mapping techniques, which in turn require more extensive, continuous R&D efforts for the analysis of remotely sensed data. Through its research, FGI discovers and employs the highest standards and resources to promote excellence in the industry.
To succeed in this area, it renews its equipment, processes, and production lines on a regular basis. After a thorough evaluation of the products available, FGI opted to update to SOCET SET and BINGO. SOCET SET, with its unequalled range of image imports and sensor models for multiple sources, provides an ideal resource for FGI's extensive research. BINGO performs photogrammetric bundle adjustment with self-calibration, based on rigorous mathematics: GPS, IMU and ground measurements, all included in the rigorous adjustment process. Moreover, BINGO uses groundbreaking statistical techniques for quality control checks; delivers fast adjustment of huge blocks; and produces smooth, reliable triangulation for rapid product creation.
The investment in these innovative tools gives FGI a broader canvas from which to work, and ensures accurate, timely results — important elements as it creates and disseminates photogrammetric and metrological testing methodologies and quality control baselines for geospatial data and airborne imaging systems.
FGI has an extensive network of contacts both in Finland and abroad, and its stature as a renowned European research institute, which serves the government, business sector and academia, is rising.
Establishes and maintains Finnish reference frames, the national geodetic and gravity networks, and builds relationships with the corresponding frames and measurements of neighboring countries and international systems. In addition, the Department carries out research in geodynamics, gravity and metrology.
Carries out research in photogrammetry, remote sensing, mapping accuracy and calibration of airborne sensors. The Sjökulla photogrammetric test field is used in research projects for the Department.
Develops and researches geoinformatics for acquisition, storage, and analysis; uses geospatial information in visualization and cartographic presentations.
Carries out research into satellite-based real-time positioning, map- and satellite-based navigation, kinematic geodesy and kinematic mapping methods.
The Department of Geodesy and Geodynamics manages all geodetic work that takes place at the Metsähovi research station, which is available to each of the four departments at FGI. The research and testing facility has a geodetic station, gravity laboratory and affiliated research site at Sjökulla.
For more information, visit the FGI website: www.fgi.fi.

Award-winning paper publishedASPRS has published the paper that won the BAE Systems Award, presented at the 2006 ASPRS Annual Conference in Reno, Nevada in May 2006. Winning author Pravara Thanapura received the award from BAE Systems' Director of Marketing, Stewart Walker. The paper, Mapping Urban Land Cover Using QuickBird NDVI and GIS Spatial Modeling for Runoff Coefficient Determination, was co-authored by Pravara Thanapura, Dennis
L. Helder, Suzette Burckhard, Mary O'Neill, and Dwight Galster, all of South Dakota State University, and Eric Warmath of the Nevada Department of Transportation.
The paper appears in the January 2007 issue of Photogrammetric
Engineering & Remote Sensing, vol. 73, issue 1, pgs.57 - 65.