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Division 2 2003 Imagery Acquisition
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Division 2 2003 Imagery Acquisition
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Last modified
9/25/2011 10:14:01 AM
Creation date
10/27/2010 11:26:03 AM
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Template:
Decision Support Systems
Title
Division 2 - Acquisition and Preprocessing of Imagery for the 2003 Arkansas River Basin Update
Description
Final Documentation of Tasks 2-4
Decision Support - Doc Type
Task Memorandum
Date
6/25/2004
DSS Category
GIS
DSS
Arkansas River
Basin
Arkansas
Contract/PO #
OE PDA 04-74
Prepared By
Riverside
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D IVISION 2 MEMORANDUM <br />Table 7.0 Ground Control Points (GCPs) and Root Mean Square Errors (RMS) <br />Obtained in Geometric Correction of the Landsat Imagery for the 2003 Arkansas River <br />Basin Update <br />Path/Row <br />Acquisition Date <br />Sensor <br />Number of GCPs <br />RMS Error <br />31/33 <br />16- April -2003 <br />Landsat 7 <br />25 <br />0.64 <br />32/33 <br />26- May -2003 <br />Landsat 5 <br />25 <br />0.59 <br />33/33 <br />27- June -2003 <br />Landsat 5 <br />26 <br />0.65 <br />34/33 <br />14- August -2003 <br />Landsat 5 <br />29 <br />0.60 <br />15- September -2003 <br />Landsat 5 <br />27 <br />0.65 <br />Table 8.0 Ground Control Points (GCPs) and Root Mean Square Errors (RMS) Obtained <br />in Geometric Correction of Additional Landsat Imagery to Cover the Entire Area of <br />Division 2 <br />Path/Row <br />Acquisition Date <br />Sensor <br />Number of GCPs <br />RMS Error <br />31/33 <br />12- May -2003 <br />Landsat 5 <br />22 <br />0.66 <br />32/33 <br />6 -July -2003 <br />Landsat 5 <br />23 <br />0.61 <br />33/34 <br />27- June -2003 <br />Landsat 5 <br />26 <br />0.68 <br />34/33 <br />4 -July -2003 <br />Landsat 5 <br />28 <br />0.65 <br />Once the best RMS errors were obtained for each Landsat scene, the rectified output file was created. In <br />order to make the grid of pixels in the uncorrected image match the grid for the reference image, the <br />pixels in the uncorrected image were resampled using the nearest neighbor interpolation. This technique <br />transfers original data values without averaging them as other resampling methods do (e.g., cubic <br />convolution, bilinear interpolation); therefore, the extremes and subtleties of the data values are not lost. <br />This is an important consideration when discriminating between vegetation types, locating an edge <br />associated with a lineament, or determining different levels of turbidity or temperatures in a lake (Jensen <br />1996). To determine an output pixel's nearest neighbor, the rectified coordinates of that pixel are <br />converted back to the source coordinate system using the inverse of the transformation. The pixel that is <br />closest to the retransformed coordinates is the nearest neighbor. The data file values for that pixel <br />become the data file values of the pixel in the output image (ERDAS Imagine 8.7 Online Documentation, <br />2003). <br />Page 14 of 23 ( Riverside Technology, inc. <br />Water Resources Engineering and Consulting <br />
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