CRWR

GISWR Consortium
Online Publications
Print Publications
CD ROM Archive
CRWR FTP Site
Events
About Us
Current Faculty
Current Students
Student Alumni
BASINS Training Program

home > reports > crwr online report 2000-9

 

Processing a Delineated Watershed to Include Green & Ampt Soil Parameters

By Jerome Richard Perales and David Maidment

ABSTRACT

There are several models used to calculate abstraction due to infiltration including the SCS method and the initial loss plus constant loss rate model. However, these models have limitations. The SCS Curve Numbers relating abstractions to soil types and land use have been arbitrarily determined, and the initial loss plus constant loss rate model is a non-physical model calibrated with gauged data. A more advantageous method to determine abstractions is to relate loss rates to physical characteristics of the watershed in a continuous simulation so that loss rates may be computed as a function of soil moisture conditions at the beginning of a storm (Reed and Maidment 1998). The Green & Ampt Infiltration Model is a physical model which relates the rate of infiltration to measurable soil properties such as the porosity, hydraulic conductivity, and the moisture content of a particular soil. With the use of the State Soil Geographic Database (STATSGO) and a subprogram that has been developed using Geographical Information Systems (GIS) in the ArcView environment, it is possible to assign Green and Ampt parameters to a watershed of interest. Furthermore, this database allows for a general soil analysis of a given area including percentages of the various soil textures.


The highlighted links that follow are connected to Adobe pdf files of the corresponding material. To view them you must have the Adobe Acrobat Reader 3.0.

Download the Adobe Reader

View the Report...(2.1MB)

These materials may be used for study, research, and education, but please credit the authors and the Center for Research in Water Resources, The University of Texas at Austin. All commercial rights reserved. Copyright 2000 Center for Research in Water Resources.