Technical Notes
Oct 18, 2023

Infiltration Model Parameters from Rainfall Simulation for Sandy Soils

Publication: Journal of Hydrologic Engineering
Volume 29, Issue 1

Abstract

Flash flooding is among the most hazardous natural events in the US and globally. Hydrologic simulations are key tools for flash flood forecasting, particularly in poorly gauged or ungauged catchments, and infiltration models are a crucial component of any hydrologic simulation. Ideally, model parameters are calibrated based on observations. In practice, calibration and validation are often not possible due to a lack of observations. This paper contributes new guidance for parameter estimation of three infiltration models using plot-scale rainfall simulation. All three models, namely, initial-constant (IC), linear-constant (LC), and the Green-Ampt (GA) models, will be available in the next release of the widely used Hydrologic Engineering Center–Hydrologic Modeling System software. Results show that model parameters are sensitive to soil texture, antecedent moisture conditions, and the presence of a physical soil crust.

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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.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 29Issue 1February 2024

History

Received: Feb 22, 2023
Accepted: Aug 25, 2023
Published online: Oct 18, 2023
Published in print: Feb 1, 2024
Discussion open until: Mar 18, 2024

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Authors

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Senior Hydrologist, Southern Sandoval County Arroyo Flood Control Authority, 1041 Commercial Dr. SE, Rio Rancho, NM 87124 (corresponding author). ORCID: https://orcid.org/0000-0002-1183-0419. Email: [email protected]
Sara Rassa
Graduate Student, Dept. of Civil, Construction, and Environmental Engineering, 1 Univ. of New Mexico, MSC01 1070, Albuquerque, NM 87131.
Matthew Fleming, P.E.
Chief, Hydrology and Statistics Division, Hydrologic Engineering Center, 609 Second St., Davis, CA 95616.
David Gatterman, P.E.
Executive Engineer, Southern Sandoval County Arroyo Flood Control Authority, 1041 Commercial Dr. SE, Rio Rancho, NM 87124.
Graduate Student, Water Resources Program, 1 Univ. of New Mexico, MSC05 3110, Albuquerque, NM 87131. ORCID: https://orcid.org/0009-0002-2367-529X

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