Masters Theses
Abstract
"This paper addresses the feasibility of using antecedent soil moisture as a tool for predicting the extractions from rainfall due to the infiltration process by solving the one-dimensional equation for saturated- unsaturated flow through porous media. Soil moisture characteristics in the form of empirical equations were used to incorporate the hysteretic behavior of the soil-water relationships into the model. Two sets of parameters were developed to be representative of a silty sand and a silty fine sand.
Extractions as infiltration from a given storm hyetograph and the total volume of direct runoff were computed for different initial moisture states. When the initial moisture state is such that the applied storm allows resaturation of the soil column, a well-defined relationship exists between soil moisture in the upper 20 or 30 cm of the soil column and the volume of runoff. Temporal distribution of a storm is a reflection of both the rainfall intensities and the storm duration. The correlation between soil moisture at a discrete depth and volume of runoff is greater for storms of high intensities"--Abstract, page ii.
Advisor(s)
Westphal, Jerome A.
Committee Member(s)
Morris, Charles Darwin
Pyron, Howard D.
Department(s)
Civil, Architectural and Environmental Engineering
Degree Name
M.S. in Civil Engineering
Sponsor(s)
United States. Army Corps of Engineers
Publisher
University of Missouri--Rolla
Publication Date
Spring 1985
Pagination
ix, 186 pages
Note about bibliography
Includes bibliographical references (pages 116-124).
Rights
© 1985 Karen Sue Angert, All rights reserved.
Document Type
Thesis - Open Access
File Type
text
Language
English
Thesis Number
T 5166
Print OCLC #
12233212
Electronic OCLC #
993704171
Recommended Citation
Angert, Karen Sue, "A theoretical study of antecedent soil moisture as it relates to the rainfall-runoff relationship" (1985). Masters Theses. 285.
https://scholarsmine.mst.edu/masters_theses/285
Comments
This study was funded, in part, by the St. Louis District of the U.S. Army Corps of Engineers under Contract Number DACW-43-83-M-3765.