Volume 9 Issue 3
Jul.  2016
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Long Xiang, Wen-wen Ling, Yong-shu Zhu, Li Chen, Zhong-bo Yu. 2016: Self-adaptive Green-Ampt infiltration parameters obtained from measured moisture processes. Water Science and Engineering, 9(3): 256-264. doi: 10.1016/j.wse.2016.05.001
Citation: Long Xiang, Wen-wen Ling, Yong-shu Zhu, Li Chen, Zhong-bo Yu. 2016: Self-adaptive Green-Ampt infiltration parameters obtained from measured moisture processes. Water Science and Engineering, 9(3): 256-264. doi: 10.1016/j.wse.2016.05.001

Self-adaptive Green-Ampt infiltration parameters obtained from measured moisture processes

doi: 10.1016/j.wse.2016.05.001
Funds:  This work was supported by the National Natural Science Foundation of China (Grants No. 51309078 and 51349015), the National Technology Support Program in the 12th Five-Year Plan of China (Grant No. 2012BAK10B04), Fundamental Research Funds for the Central Universities, the U.S. Army Corps of Engineers (USACE) under Contract W912HZ-08-2-0021, Maricopa County Flood Control District (ACRONYM) under Contract IGA FCD 2008A014, and the Program of Dual Innovative Talents Plan and Innovative Research Team in Jiangsu Province.
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  • Corresponding author: Long Xiang
  • Received Date: 2015-10-12
  • Rev Recd Date: 2016-05-09
  • The Green-Ampt (G-A) infiltration model (i.e., the G-A model) is often used to characterize the infiltration process in hydrology. The parameters of the G-A model are critical in applications for the prediction of infiltration and associated rainfall-runoff processes. Previous approaches to determining the G-A parameters have depended on pedotransfer functions (PTFs) or estimates from experimental results, usually without providing optimum values. In this study, rainfall simulators with soil moisture measurements were used to generate rainfall in various experimental plots. Observed runoff data and soil moisture dynamic data were jointly used to yield the infiltration processes, and an improved self-adaptive method was used to optimize the G-A parameters for various types of soil under different rainfall conditions. The two G-A parameters, i.e., the effective hydraulic conductivity and the effective capillary drive at the wetting front, were determined simultaneously to describe the relationships between rainfall, runoff, and infiltration processes. Through a designed experiment, the method for determining the G-A parameters was proved to be reliable in reflecting the effects of pedologic background in G-A type infiltration cases and deriving the optimum G-A parameters. Unlike PTF methods, this approach estimates the G-A parameters directly from infiltration curves obtained from rainfall simulation experiments so that it can be used to determine site-specific parameters. This study provides a self-adaptive method of optimizing the G-A parameters through designed field experiments. The parameters derived from field-measured rainfall-infiltration processes are more reliable and applicable to hydrological models.

     

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