Technical Notes
Oct 12, 2024

Explicit Solution of Horton’s Equation for Infiltration Capacity

Publication: Journal of Irrigation and Drainage Engineering
Volume 150, Issue 6

Abstract

Horton’s infiltration capacity is often used to separate rainfall excess from a rainfall hyetograph in watershed modeling. Nevertheless, this infiltration capacity is an implicit function of cumulative infiltration in soil, which is inconvenient in practical applications. This study found an explicit expression of infiltration capacity that is the sum of a steady-state term and a transitional term. The steady-state term is the critical infiltration rate or minimum infiltration capacity, and the transitional term is represented by a Lambert W function that tends to zero as time (or cumulative infiltration in soil) tends to infinity. The proposed method can be easily used, together with a unit hydrograph model, for direct runoff in watershed modeling.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The author thanks Prof. David A. Chin at the University of Miami, who suggested this research in a personal communication. The author is also grateful to the two reviewers, AE, and the Editor for their constructive comments that made the manuscript more presentable.

References

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 150Issue 6December 2024

History

Received: Apr 3, 2024
Accepted: Jul 17, 2024
Published online: Oct 12, 2024
Published in print: Dec 1, 2024
Discussion open until: Mar 12, 2025

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Authors

Affiliations

Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Nebraska–Lincoln, Omaha, NE 68182. ORCID: https://orcid.org/0000-0002-3868-3623. Email: [email protected]

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