2010
DOI: 10.2136/vzj2009.0039
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Hydrodynamic Characterization of Basic Oxygen Furnace Slag through an Adapted BEST Method

Abstract: Newer urban soils, frequently composed of several types of anthropogenic materials, may contain basic oxygen furnace (BOF) slag, which is a steel industry byproduct and considered a potential alternative material for road construction. An understanding of the flow and solute transfer processes through urban soils thus requires hydraulic characterization of these materials. The BEST (Beerkan Estimation of Soil Transfer Parameters) algorithm serves to estimate the full set of unsaturated soil properties by means… Show more

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Cited by 107 publications
(107 citation statements)
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“…This choice was made since it allows a higher success percentage of the infiltration runs to be obtained compared with other possible algorithms, such as BEST-slope [41] and BEST-intercept [42], whose data require fitting to the transient stage of the infiltration run. Another expected advantage of the BEST-steady algorithm is that the possible problems associated with the use of the transient infiltration data are avoided.…”
Section: Estimating and Selecting The Best Algorithmmentioning
confidence: 99%
“…This choice was made since it allows a higher success percentage of the infiltration runs to be obtained compared with other possible algorithms, such as BEST-slope [41] and BEST-intercept [42], whose data require fitting to the transient stage of the infiltration run. Another expected advantage of the BEST-steady algorithm is that the possible problems associated with the use of the transient infiltration data are avoided.…”
Section: Estimating and Selecting The Best Algorithmmentioning
confidence: 99%
“…Beerkan infiltration data were interpreted using the "BEST" algorithm (Lassabatere et al, 2006), which derives the entire set of hydraulic parameters through fitting infiltration data on the analytical infiltration model proposed by Haverkamp et al (1994). This model has been recently validated on generated numerical data (Lassabatere et al, 2009) and field data including coarse materials (Di Prima et al, 2016;Lassabatere et al, 2010;Nasta et al, 2012;Yilmaz et al, 2013Yilmaz et al, , 2010. The mean saturated hydraulic conductivity was 3.5.10 -5 m/s.…”
Section: Modeling: Flow Equations and Soil Hydraulic Propertiesmentioning
confidence: 99%
“…The need to exclude the first data points when fitting the data was likely due to the highly sorptive nature of the sampled soils. Specifically, the porous media exhibited relatively low hydraulic conductivity compared to their sorptive capacity [37]. Indeed, cumulative infiltrations exhibited a marked concave part corresponding to the transient state and a linear part at the end of the curves related to the steady state [70].…”
Section: Discussionmentioning
confidence: 99%
“…The cores were used to determine the soil bulk density, ρ b (g·cm −3 ), and the initial volumetric soil water content, θ i (m 3 ·m −3 ). According to other investigations, the saturated soil water content, θ s (m 3 ·m −3 ), was approximated by total soil porosity, determined from bulk density ρ b (e.g., [28,37,[43][44][45][46][47][48]). Soil organic matter was determined by the Walkley-Black [49] method.…”
Section: Soil Samplingmentioning
confidence: 99%
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