The watershed boundary was developed from USGS digital elevation data in the following steps: 1. The highest-resolution digital elevation quads available in 1993 were mosaiced into a single grid that extended beyond the boundaries of the Rio Puerco watershed. Most of these had 10m horizontal resolution; 60m and 3 arc-second data were interpolated and substituted where necessary (12 quadrangles). 2. The hydrologic function FLOWDIRECTION of ARC/INFO's GRID analysis package was applied to the mosaic. 3. The SINK function was used to identify and count cells where flow was discontinuous. 4. Quad boundaries were edited as required to fill gaps and provide flow continuity across the boundaries. Steps 2 to 4 were repeated until there were no identified sinks along quad boundaries. 5. The hydrologic function FLOWDIRECTION of ARC/INFO's GRID analysis package was applied to the mosaic. 6. The FILL command was used to fill pits and to repair elevation data errors internal to the mosaic's quadrangles. Steps 5 and 6 were repeated until a continuous flow surface was generated. 7. The cell closest to the Rio Grande (i.e., the "pour point" of the Rio Puerco basin) was identified from the flow-direction grid. 8. The BASIN function was used to identify all cells that flow to the identified pour point. 9. The boundary of the basin's cells was generated with the GRIDLINE command in ARC.
Processing software was ARC/INFO 6.3.
Intended use of data: These data are typically used as base data for other coverages, and should be used at scales of 1:500,000 and smaller. The data are intended for use as a general reference to the extent and boundaries of the watershed.
For more information on USGS DEM data files, please refer to the USGS Digital Elevation Model User's Guide, available online at <URL:http://edcwww.cr.usgs.gov/glis/hyper/guide/usgs_dem>.
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