2006
DOI: 10.1016/j.advwatres.2004.12.016
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A dripper-TDR method for in situ determination of hydraulic conductivity and chemical transport properties of surface soils

Abstract: Field determined hydraulic and chemical transport properties can be useful for the protection of groundwater resources from land-applied chemicals. Most field methods to determine flow and transport parameters are either time or energy consuming and/or they provide a single measurement for a given time period. In this study, we present a dripper-TDR field method that allows measurement of hydraulic conductivity and chemical transport parameters at multiple field locations within a short time period. Specifical… Show more

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Cited by 19 publications
(14 citation statements)
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References 25 publications
(37 reference statements)
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“…In an application with several dripping rates, the saturated hydraulic conductivity, K s , the ratio of the immobile and the saturated water content, θ im /θ s , and λ c were similar, while α was different compared to corresponding values derived using the disk infiltrometer (Al-Jabri et al, 2002). The dripper line method was further extended by the installation of a TDR probe beneath each infiltration spot to also measure solute breakthrough to yield the dispersion coefficient in the mobile region (Al-Jabri et al, 2006). The accuracy of these methods depends on the validity of the underlying assumptions, including piston movement, a constant mobile water concentration equal to the ( Vanderborght et al, 1997;Vanderborght et al, 2002;Vanderborght and Vereecken, 2007) Scale I: soil aggregate (Ped), artificial or repacked soil column (AC), undisturbed column (UC), lysimeter (L); scale II: soil profile (S), plot (P), field (F); acronyms: computer tomography (CT), saturated hydraulic conductivity (K s ), macroscopic capillary length (lambda(c)), immobile water fraction (θ im /θ), mass exchange coefficient (α) and dispersion coefficient (D m ) or dispersivity (λ), saturated and boundary hydraulic conductivities (K s and K b ), boundary head between macropore and micropore domains (h b ), exponent (n⁎) of relation between K and water content (θ), macropore fraction (θ sma ), and half spacing (d) between equivalent parallel fractures, dispersivity (D v ), ρ bulk density, K(θ) hydraulic conductivity function.…”
Section: Scale II (Plot Field)mentioning
confidence: 99%
“…In an application with several dripping rates, the saturated hydraulic conductivity, K s , the ratio of the immobile and the saturated water content, θ im /θ s , and λ c were similar, while α was different compared to corresponding values derived using the disk infiltrometer (Al-Jabri et al, 2002). The dripper line method was further extended by the installation of a TDR probe beneath each infiltration spot to also measure solute breakthrough to yield the dispersion coefficient in the mobile region (Al-Jabri et al, 2006). The accuracy of these methods depends on the validity of the underlying assumptions, including piston movement, a constant mobile water concentration equal to the ( Vanderborght et al, 1997;Vanderborght et al, 2002;Vanderborght and Vereecken, 2007) Scale I: soil aggregate (Ped), artificial or repacked soil column (AC), undisturbed column (UC), lysimeter (L); scale II: soil profile (S), plot (P), field (F); acronyms: computer tomography (CT), saturated hydraulic conductivity (K s ), macroscopic capillary length (lambda(c)), immobile water fraction (θ im /θ), mass exchange coefficient (α) and dispersion coefficient (D m ) or dispersivity (λ), saturated and boundary hydraulic conductivities (K s and K b ), boundary head between macropore and micropore domains (h b ), exponent (n⁎) of relation between K and water content (θ), macropore fraction (θ sma ), and half spacing (d) between equivalent parallel fractures, dispersivity (D v ), ρ bulk density, K(θ) hydraulic conductivity function.…”
Section: Scale II (Plot Field)mentioning
confidence: 99%
“…1964;van Genuchten and Wierenga, 1976) was then fi t to these BTCs to determine soil chemical transport parameters. Al-Jabri et al (2006) were able to measure chemical transport properties simultaneously at 16 fi eld locations in a few hours.…”
mentioning
confidence: 99%
“…This has, in turn, limited the improvement of models to describe accurately chemical movement in and through the soil under varying conditions, such as with preferential fl ow (van Genuchten and Wierenga, 1977). Recently, Al-Jabri et al (2006) introduced a new technique to allow rapid fi eld measurement of soil chemical transport properties at multiple locations. In this method, a chemical tracer was applied through drip emitters positioned over the soil surface.…”
mentioning
confidence: 99%
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