TECHNICAL PAPERS
Mar 27, 2009

Variability in Specific Yield under Shallow Water Table Conditions

Publication: Journal of Hydrologic Engineering
Volume 14, Issue 12

Abstract

Investigation is provided concerning the variable behavior of specific yield (SY) under shallow water table conditions ( <2m below land surface). Traditionally, specific yield has been defined as the water released from pumping of a phreatic aquifer down by a unit head. It is often used as a fixed value in groundwater flow models. This study seeks to elucidate SY variability due to natural processes of evapotranspiration (ET) and recharge. SY variability is of fundamental importance for modeling hydrologic response from stresses and for determination of water budget of a catchment. HYDRUS 1D—a numerical model solving Richard’s equation for saturated—unsaturated flow in one dimension is used to simulate the behavior of specific yield for a soil type representative of west central Florida. It was found, that for various cases examined (e.g., ET and infiltration), the magnitude of specific yield varied with depth to water table. For infiltration response, the variation in the specific yield exhibited strong dependence on the interevent time. For ET stress, the specific yield first increased rapidly to attain a maximum value and then declined steadily to ultimately become less than specific yield at equilibrium moisture conditions. The study indicated that assumptions of constant specific yield for different stresses can yield erroneous results especially in shallow water table environments. For deeper water table it was found that variation was not that pronounced and a constant value of specific yield can be used as an approximate value for simulating water table fluctuations.

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Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 14Issue 12December 2009
Pages: 1290 - 1298

History

Received: Jul 2, 2007
Accepted: Mar 25, 2009
Published online: Mar 27, 2009
Published in print: Dec 2009

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Authors

Affiliations

Nirjhar Shah, Ph.D. [email protected]
Project Engineer, BCI Engineers and Scientists Inc., 2000 E. Edgewood Dr., Suite 215, Lakeland, FL 33803 (corresponding author). E-mail: [email protected]
Mark Ross, Ph.D.
Director and Professor, Dept. of Civil and Environmental Engineering, Center for Modeling Hydrologic and Aquatic Systems, Univ. of South Florida, Tampa, FL 33620.

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