TECHNICAL PAPERS
Jan 22, 2009

Modified Form of the Extended Kostiakov Equation Including Various Initial and Boundary Conditions

Publication: Journal of Irrigation and Drainage Engineering
Volume 135, Issue 4

Abstract

The extended Kostiakov equation is intensively used in surface irrigation applications. Traditionally, the extended Kostiakov infiltration formula is calibrated for specific field conditions. However, there is a dependence of the extended Kostiakov coefficients on both initial and boundary conditions. In this paper, a new simplified methodology is developed to account extended Kostiakov κ variation for these effects. The purely empirical extended Kostiakov equation is transformed to a form of a modified version of the classical Philip two-term equation. This modification relates a physical parameter, the soil sorptivity S , with the purely empirical coefficient κ of the extended Kostiakov formula. Then, the variation of the sorptivity S for various water levels and initial water contents is given theoretically by a simple algebraic equation. The proposed correction was compared with numerical infiltration data with varying initial (water content) and boundary conditions (ponding depth) for two contrasting soils. Results indicate that the corrected infiltration curves converge well with the simulated ones.

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Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 135Issue 4August 2009
Pages: 450 - 458

History

Received: Mar 24, 2008
Accepted: Dec 16, 2008
Published online: Jan 22, 2009
Published in print: Aug 2009

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Authors

Affiliations

J. D. Valiantzas [email protected]
Professor, Division of Water Resources Management, Department of Natural Resources and Agricultural Engineering, Agricultural University of Athens, 75 Iera Odos, 11855, Athens, Greece. E-mail: [email protected]
E. D. Pollalis [email protected]
Ph.D. Candidate, Division of Water Resources Management, Department of Natural Resources and Agricultural Engineering, Agricultural University of Athens, 75 Iera Odos, 11855, Athens, Greece. E-mail: [email protected]
K. X. Soulis [email protected]
Ph.D. Candidate, Division of Water Resources Management, Department of Natural Resources and Agricultural Engineering, Agricultural University of Athens, 75 Iera Odos, 11855, Athens, Greece. E-mail: [email protected]
P. A. Londra, Ph.D. [email protected]
Postdoctoral Research, Division of Water Resources Management, Department of Natural Resources and Agricultural Engineering, Agricultural University of Athens, 75 Iera Odos, 11855, Athens, Greece. E-mail: [email protected]

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