CRWR Online Report 2000-3

 
 

An Analysis of a Methodology for Generating Watershed Parameters using GIS

By David Mason, MSE, and David R. Maidment

ABSTRACT

A basic methodology is presented for generating watershed parameters in a GIS format. The calculation of drainage area, average curve number, and average precipitation parameters were made for water right locations as part of the TNRCC’s Water Availability Modeling project for the Nueces, Guadalupe, San Antonio, and San Jacinto river basins. The effectiveness of the methodology was analyzed. The study showed that 90-meter (1:250,000 scale) DEMs alone could not be used to accurately delineate watersheds. However, 30-meter (1:24,000 scale) DEMs were used to accurately delineate watersheds ranging from a size of 10,000 square miles to 0.15 square miles in areas with well-defined drainage. The limitations of using 30-meter DEMs were a 10-fold increase in both file size and processing time. Also, the increased resolution of the DEMs still had difficulty defining accurate watersheds in areas with an average slope of less than 0.002 m/m.

CRWR Online Report 2000-3

 

An Analysis of a Methodology for Generating Watershed Parameters using GIS

By David Mason, MSE, and David R. Maidment

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