Literature DB >> 29332951

Soil seal development under simulated rainfall: Structural, physical and hydrological dynamics.

Elena Armenise1, Robert W Simmons1, Sujung Ahn2, Amin Garbout3, Stefan H Doerr2, Sacha J Mooney3, Craig J Sturrock3, Karl Ritz3,1.   

Abstract

This study delivers new insights into rainfall-induced seal formation through a novel approach in the use of X-ray Computed Tomography (CT). Up to now seal and crust thickness have been directly quantified mainly through visual examination of sealed/crusted surfaces, and there has been no quantitative method to estimate this important property. X-ray CT images were quantitatively analysed to derive formal measures of seal and crust thickness. A factorial experiment was established in the laboratory using open-topped microcosms packed with soil. The factors investigated were soil type (three soils: silty clay loam - ZCL, sandy silt loam - SZL, sandy loam - SL) and rainfall duration (2-14 min). Surface seal formation was induced by applying artificial rainfall events, characterised by variable duration, but constant kinetic energy, intensity, and raindrop size distribution. Soil porosities derived from CT scans were used to quantify the thickness of the rainfall-induced surface seals and reveal temporal seal micro-morphological variations with increasing rainfall duration. In addition, the water repellency and infiltration dynamics of the developing seals were investigated by measuring water drop penetration time (WDPT) and unsaturated hydraulic conductivity (Kun). The range of seal thicknesses detected varied from 0.6 to 5.4 mm. Soil textural characteristics and OM content played a central role in the development of rainfall-induced seals, with coarser soil particles and lower OM content resulting in thicker seals. Two different trends in soil porosity vs. depth were identified: i) for SL soil porosity was lowest at the immediate soil surface, it then increased constantly with depth till the median porosity of undisturbed soil was equalled; ii) for ZCL and SL the highest reduction in porosity, as compared to the median porosity of undisturbed soil, was observed in a well-defined zone of maximum porosity reduction c. 0.24-0.48 mm below the soil surface. This contrasting behaviour was related to different dynamics and processes of seal formation which depended on the soil properties. The impact of rainfall-induced surface sealing on the hydrological behaviour of soil (as represented by WDTP and Kun) was rapid and substantial: an average 60% reduction in Kun occurred for all soils between 2 and 9 min rainfall, and water repellent surfaces were identified for SZL and ZCL. This highlights that the condition of the immediate surface of agricultural soils involving rainfall-induced structural seals has a strong impact in the overall ability of soil to function as water reservoir.

Entities:  

Keywords:  Seal/crust thickness quantification; Simulated rainfall; Soil structural seal; Soil water repellency; Unsaturated hydraulic conductivity (Kun); X-ray Computed Tomography (CT)

Year:  2018        PMID: 29332951      PMCID: PMC5761063          DOI: 10.1016/j.jhydrol.2017.10.073

Source DB:  PubMed          Journal:  J Hydrol (Amst)        ISSN: 0022-1694            Impact factor:   5.722


  2 in total

1.  Estimation of soil water repellency of different particle size fractions in relation with carbon content by different methods.

Authors:  María Rodríguez-Alleres; Esther de Blas; Elena Benito
Journal:  Sci Total Environ       Date:  2007-02-06       Impact factor: 7.963

2.  BoneJ: Free and extensible bone image analysis in ImageJ.

Authors:  Michael Doube; Michał M Kłosowski; Ignacio Arganda-Carreras; Fabrice P Cordelières; Robert P Dougherty; Jonathan S Jackson; Benjamin Schmid; John R Hutchinson; Sandra J Shefelbine
Journal:  Bone       Date:  2010-09-15       Impact factor: 4.398

  2 in total

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