GIS Data Catalog

2002 USGS High Resolution Orthoimage, Seattle and Tacoma, WA

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2002 USGS High Resolution Orthoimage, Seattle and Tacoma, WA

Summary


To produce colour orthoimagery of the Seattle/Tacoma Area

Description


USGS High Resolution Orthoimage


Layer information

Layer Name IMAGE_Ortho2002USGSNAT
Subject Category Imagery
Title 2002 USGS High Resolution Orthoimage, Seattle and Tacoma, WA
Feature Count 1
Feature Type Raster
Spatial reference None
Control ID None
Place Keywords OR, WA, Seattle/Tacoma Area
Theme Keywords
Supplemental Information None

Attribute information

OBJECTID

From Esri

Description

Internal feature number.

Domain

Sequential unique whole numbers that are automatically generated.

Shape

From Esri

Description

Feature geometry.

Domain

Coordinates defining the features.

Shape_Length

From Esri

Description

Length of feature in internal units.

Domain

Positive real numbers that are automatically generated.

Shape_Area

From Esri

Description

Area of feature in internal units squared.

Domain

Positive real numbers that are automatically generated.

MosaicID

No Source Noted

Description

Not Found

Domain

Not Found


Contact information

Maintained by KCGIS Center
Primary KCGIS Center

giscenter@kingcounty.gov


Terms of Use

2002 USGS High Resolution Orthoimage, Seattle and Tacoma, WA

Summary


To produce colour orthoimagery of the Seattle/Tacoma Area

Description


USGS High Resolution Orthoimage


Contact information

Maintained by KCGIS Center
Primary KCGIS Center

giscenter@kingcounty.gov


Terms of use and copyright


Change history

2/14/2003

The horizontal accuracy of the orthorectified imagery is primarily determined by the quality of the Aerial Triangulation solution and the surface model (DEM).

The AT process was initiated with the population of the Z/I project files with AGPS, ground survey, and project parameters which are prerequisite to initialization of ISAT.

Upon completion of ISAT, a free-net adjustment was run to check for image blunders and poor image ties.

Tie points were then corrected/added, ground control was measured, and the adjustment was run with the AGPS and ground control.

QC of the adjustment was performed by withholding select ground control points.

AT was finalized by densifying the control and performing relative and absolute orientations (RO and AO) for each model.

The generation of the surface model was started with an ISAE test run of two models to establish and confirm the parameters for application to the automatic DEM modeling process.

For this project, the software was instructed to model flat terrain and perform a high level of data smoothing.

This ensured that the majority of the generated points modeled the actual terrain.

Each stereo model was then reviewed, DEM points were edited and/or deleted, and breaklines were added, as required, to eliminate smearing and meet orthophoto accuracy standards.

Orthorectifications were performed on only the core portion of each image in order to minimize inherent horizontal displacement that occurs radially from the photocenter.

All orthophoto tiles were checked visually for relative horizontal accuracy in reference to adjacent tiles.

Orthophoto measurements were taken for 41 horizontal ground control points in the project area.

An RMSE was calculated for the XY error residuals of the positional differences between the surveyed values and the values measured from the rectified imagery.

Update 2

King County reprojected the image files to WA State Plane North, NAD83/91 (HPGN) datum.

The data was then retiled to the standard King County tiling scheme for raster data.

The township-range tiles were compressed into JP2 format.