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In This Issue
In the February 2011 edition of GeoView, we feature specifics on the Q4 2010 US-Wide Parcel layer release as well as announce our new relationship to provide CARTOSAT-1/2 data to our clients. We also feature articles on Impervious Surface Mapping as well as a new online tool to search and download recent US tax roll documents.


Featured Articles
Specifics on the Q4 2010 US-Wide Parcel Layer Release

Impervious Surface Mapping…It's Time Has Come

ImageBoost Helps eMap Clients Get the Most Out of Their Imagery

The Uganda Landslides: How High-Resolution Satellite Imagery Can Help Prevent Future Disasters

Satellites in the News – eMap is Ready to Provide CARTOSAT-1/2 Data to Our Clients

Data in Transit – Tax Roll Data on Demand

IFSAR Elevation Data Sets from Intermap Technologies

In Focus – Oil in Ghana

Partner Updates
SPOTMonitoring Observes Iran's Bushehr Nuclear Power Plant

DataMap Intelligence Lets You See the Future Before Your Competitors

Monthly Columns
Update on DigitalGlobe's Advanced Ortho Aerial Program

Word of the Month - Ground Control Points,
Part I


Geospatial Freebie of the Month – ECW Compressor

The Beaten Path – Love is in the Air

The Speculative Tasking Program



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Featured Image of the Month



Lake Michigan, Lincoln Park, Chicago IL


The Area of Interest
The Big Easy

New Orleans was founded on May 7, 1718 by private bankers, the French Mississippi Company. It was named for Phillipede'Orleans, the Duke of Orleans, who was the Regent of France at that time. It was ceded to the Spaniards in the 1763 Treaty of Paris; and it remained under Spanish control until 1801 when it was transferred back to the French. Early in its history, New Orleans was known for its activity as a slave trading port which brought more than 650,000 slaves through the city. By 1840, it was the third most populated city in the nation as well as one of the wealthiest.



Justin Harmon
Senior Editor

Read More... »



The World is Flat
All the classy cars showed up for the black tire event.

In a bit of a mix-up, a group of cross dressers showed up for the drag race.

Jabba the Hut cannibalized his brother, Pizza Hut.

All the king's men had an omelet for breakfast.



Contact Us
Brock Adam McCarty
Chief Operating Officer
720.470.7988
bmccarty@emap-int.com

Email

Alex Diamond
Managing Director
303.877.2721
adiamond@emap-int.com

Email

Katie Nelson
Account Manager
303.718.7163
knelson@emap-int.com

Email


GeoView Archive
Follow the links below to find each archived version of eMap International's GeoView newsletters from 2009, 2010 & 2011.

                2009  |  2010  |  2011


Word of the Month – Ground Control Points, Part I

In this edition of WOM, we turn our attention to a common value-add step in the remote sensing industry, orthorectification, and specifically the collection of ground control points (GCPs) to support this process. In this WOM we offer an introduction to the basics; while in the next edition, we will continue the focus on this topic with advice for collecting GCPs to improve the accuracy of archived high-resolution satellite imagery.

Orthorectification is a common production step for high-resolution aerial and satellite imagery in order to improve the horizontal accuracy of the final data. Orthorectification requires a model of the topography below the imagery – i.e. a digital elevation model (DEM) – and it is always best to use the highest resolution and most accuracy DEM available unless there are extremely shear surfaces. In these instances, it may be appropriate to lower the resolution of the DEM in order to avoid visual aberrations (such as DEM shearing) in the orthoimagery.

In the US, the most common free source of DEM data is the USGS National Elevation Dataset (NED). It varies in resolution (excluding Alaska) with datasets from ~30-meters, to ~10-meters and in some limited areas to ~3-meters. For US projects requiring higher accuracies, an excellent source of data is the 5-meter Intermap NextMap USA product (see this link for more information on NextMap data). Internationally, the best free data sources are the ~90-meter SRTM and ~30-meter ASTER GDEM layers. For international projects requiring higher accuracies, the best available sources are:

If available, GCPs can be added to the orthorectification process. GCPs are locations on the planet with (1) a known horizontal, e.g. XY, latitude/longitude or northing/easting, and vertical, e.g. elevation above/below sea level in feet or meters, position; as well as (2) an accuracy assessment of this position. When accurate GCPs are added to the orthorectification process (and the production is done properly), the resultant image will be highly accurate and thus invaluable to many engineering, energy and other mapping projects.

Simply stated, orthorectification is the process of stretching imagery over a model of the ground below – much like draping papier-mâché over a base wire frame. In this process, the GCPs are used to position the imagery in its correct location so that, for instance, a valley in the imagery is over the same valley in the DEM. The GCPs and DEM are applied to the imagery in a remote sensing software package, such as ITT ENVI or PCI Geomatics, by employing a mathematical model (such as the rational polynomial model) to stretch and compress the data over the 'wire frame' below and thus to improve its final accuracy.

There are two types of GCPs that can be used in the orthorectification process: photogrammetric control; and photo-identifiable control. Photogrammetric control (PC) must be placed in the field before the satellite or aerial imagery is collected; and as such is much less common. PC is typically created by placing a wooden or plastic panel with a large target painted in a safe location within the project site. PC can also be created by painting this large target on the ground itself. The color of the target paint and the surface it is painted on should be relatively opposite in tone – for instance, a beige target on a black wooden panel, or a black target on a white pavement surface. Here is an excellent summary (see page 10) of the suggested dimensions, materials, placement, etc. of PC in relation to the desired accuracy of the final orthoimagery.

Example of photogrammetric control found in Google Earth by Farmington, New Mexico.



Photo-identifiable control (PIC) is far more commonly used in the orthorectification process as these locations are extracted from the imagery you wish to orthorectify and then are measured in the field with a GPS unit. While PIC may not always be as accurate as PC, it can be extracted from any archived imagery source hence its popularity; and in the next WOM, we will offer tips to improve the collection of PIC. Specifically, we will focus on tips for obtaining PIC from high-resolution satellite imagery – such as IKONOS, GeoEye-1, QuickBird and WorldView-1/2.

Brock Adam McCarty
Chief Operating Officer
Map Wizard
(720) 470-7988
bmccarty@emap-int.com



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