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Estimating Soil Hydraulic Properties During Constant Flux Infiltration Inverse Procedures
Author(s) -
Si B. C.,
Kachanoski R. G.
Publication year - 2000
Publication title -
soil science society of america journal
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.836
H-Index - 168
eISSN - 1435-0661
pISSN - 0361-5995
DOI - 10.2136/sssaj2000.642439x
Subject(s) - pressure head , hydraulic head , infiltration (hvac) , hydraulic conductivity , soil science , soil water , environmental science , specific storage , richards equation , nonlinear system , mechanics , geotechnical engineering , materials science , groundwater , geology , thermodynamics , physics , quantum mechanics , groundwater recharge , aquifer , composite material
There is a need for accurate and cost‐effective methods to estimate the hydraulic properties of soils. Past work indicated measurements of a single hydraulic response will not necessarily result in unique and stable estimates of hydraulic parameters when the number of unknowns is more than two. Prior information regarding the parameters or additional measurements are needed for the estimation problem to be well posed. However, accurate prior information is seldom available due to variations of the hydraulic properties in space and time. This paper presents a method for estimating hydraulic properties from simultaneous measurements of soil water storage to a fixed depth as a function of time during constant flux infiltration, and steady‐state pressure head readings using vertically installed multi‐purpose time domain reflectometry probes (MTDR). Multi‐purpose TDR probes have a porous steel cup at their ends allowing soil water storage and ψ to be simultaneously measured at the same location. Our parameter estimation is formulated by an inverse procedure which combines a weighted nonlinear least square method with analytical solutions for soil water content and pressure head as functions of depth and time during one dimensional infiltration. We analyze the possibility of using water storage data combined with the initial and steady‐state pressure head readings for the purpose of estimating soil hydraulic properties. The uniqueness problem was analyzed by studying the behavior of response surfaces. The combination of water storage measurements during constant flux infiltration with an initial and a steady‐state pressure head reading yielded unique and stable solutions of the inverse problem. The utility of the parameter estimation procedure is demonstrated using experimental and theoretical data.