Optimal parameters for the Green-Ampt infiltration model under rainfall conditions

Author:

Chen Li12,Xiang Long3,Young Michael H.4,Yin Jun5,Yu Zhongbo16,Genuchten Martinus Th. van78

Affiliation:

1. State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing, China.

2. Division of Hydrologic Sciences, Desert Research Institute, 755 E. Flamingo Rd., Las Vegas, NV 89119, USA

3. State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing, China

4. Bureau of Economic Geology, University of Texas at Austin, Austin, TX, USA.

5. Ministry of Forests, Land & Natural Resource Operation, Prince George, BC, Canada.

6. Department of Geoscience, University of Nevada, Las Vegas, NV, USA.

7. Department of Mechanical Engineering, Federal University of Rio de Janeiro, Brazil

8. Department of Earth Sciences, Utrecht University, Utrecht, Netherlands

Abstract

Abstract The Green-Ampt (GA) model is widely used in hydrologic studies as a simple, physically-based method to estimate infiltration processes. The accuracy of the model for applications under rainfall conditions (as opposed to initially ponded situations) has not been studied extensively. We compared calculated rainfall infiltration results for various soils obtained using existing GA parameterizations with those obtained by solving the Richards equation for variably saturated flow. Results provided an overview of GA model performance evaluated by means of a root-meansquare- error-based objective function across a large region in GA parameter space as compared to the Richards equation, which showed a need for seeking optimal GA parameters. Subsequent analysis enabled the identification of optimal GA parameters that provided a close fit with the Richards equation. The optimal parameters were found to substantially outperform the standard theoretical parameters, thus improving the utility and accuracy of the GA model for infiltration simulations under rainfall conditions. A sensitivity analyses indicated that the optimal parameters may change for some rainfall scenarios, but are relatively stable for high-intensity rainfall events.

Publisher

Walter de Gruyter GmbH

Subject

Fluid Flow and Transfer Processes,Mechanical Engineering,Water Science and Technology

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