Green-ampt infiltration parameters in riparian buffers

Abstract

Riparian buffers can improve surface water quality by filtering contaminants from runoff before they enter streams. Infiltration is an important process in riparian buffers. Computer models are often used to assess the performance of riparian buffers. Accurate prediction of infiltration by these models is dependent upon accurate estimates of infiltration parameters. Of particular interest here are Green-Ampt infiltraiton parameters, satiated hydraulic conductivity (K_o) and wetting front suction (h_f). The objectives of this research were to (i) modify the Smith sorptivity procedure so that it can be used to estimate Green-Ampt infiltration parameters, (ii) Determine the relative closeness of K_o estimated by the inverse sorptivity and inverse Green-Ampt proceedures and h_f estimated by Rawls and Brakensiek (1985) to the laboratory-determined standards and (iii) compare K_o estimates of the inverse sorptivity and inverse Greem-Ampt procedures to those estimated by pedotransfer functions. This project was conducted at six sites in Nebraska, at which soil type and land use varied. The results of this study suggest that the inverse Green-Ampt procedure can be used to provide K_o estimates, even in the presence of macropores. Generally, pedotransfer function predictions did not estimate K_o well. Finally, h_f as predicted by pedotransfer function was lower than laboratory-determined h_f. These predicted infiltration parameters were used in the Green-Ampt infiltration equation to illustrate their effect on cumulative infiltration. Cumulative infiltration based on the inverse Green-Ampt procedure parameters resutled in the closest match to cumulative infiltration prediction from laboratory-based infiltration parameters at five of the six sites.

Citation

Stahr, L.M.; Eisenhauer, D.E.; Helmers, M.J.; Dosskey, Mike G.; Franti, T.G. 2004. Green-ampt infiltration parameters in riparian buffers. Proceedings: 2004 ASAE/CSAE Annual International MEeting: p. 1-14