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

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 quantitati...

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Main Authors: Armenise, Elena, Simmons, Robert W., Ahn, Sujung, Garbout, Amin, Doen, Stefan H., Mooney, Sacha J., Sturrock, Craig, Ritz, Karl
Format: Article
Published: Elsevier 2018
Subjects:
Online Access:https://eprints.nottingham.ac.uk/48094/
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author Armenise, Elena
Simmons, Robert W.
Ahn, Sujung
Garbout, Amin
Doen, Stefan H.
Mooney, Sacha J.
Sturrock, Craig
Ritz, Karl
author_facet Armenise, Elena
Simmons, Robert W.
Ahn, Sujung
Garbout, Amin
Doen, Stefan H.
Mooney, Sacha J.
Sturrock, Craig
Ritz, Karl
author_sort Armenise, Elena
building Nottingham Research Data Repository
collection Online Access
description 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 minutes). 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 - 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 minutes 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.
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spelling nottingham-480942020-05-04T19:52:53Z https://eprints.nottingham.ac.uk/48094/ Soil seal development under simulated rainfall: structural, physical and hydrological dynamics Armenise, Elena Simmons, Robert W. Ahn, Sujung Garbout, Amin Doen, Stefan H. Mooney, Sacha J. Sturrock, Craig Ritz, Karl 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 minutes). 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 - 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 minutes 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. Elsevier 2018-01 Article PeerReviewed Armenise, Elena, Simmons, Robert W., Ahn, Sujung, Garbout, Amin, Doen, Stefan H., Mooney, Sacha J., Sturrock, Craig and Ritz, Karl (2018) Soil seal development under simulated rainfall: structural, physical and hydrological dynamics. Journal of Hydrology, 556 . pp. 211-219. ISSN 1879-2707 Soil structural seal; Seal/crust thickness quantification; Xray Computed Tomography (CT); Unsaturated hydraulic conductivity (Kun); Soil water repellency; Simulated rainfall http://www.sciencedirect.com/science/article/pii/S0022169417307497 doi:10.1016/j.jhydrol.2017.10.073 doi:10.1016/j.jhydrol.2017.10.073
spellingShingle Soil structural seal; Seal/crust thickness quantification; Xray Computed Tomography (CT); Unsaturated hydraulic conductivity (Kun); Soil water repellency; Simulated rainfall
Armenise, Elena
Simmons, Robert W.
Ahn, Sujung
Garbout, Amin
Doen, Stefan H.
Mooney, Sacha J.
Sturrock, Craig
Ritz, Karl
Soil seal development under simulated rainfall: structural, physical and hydrological dynamics
title Soil seal development under simulated rainfall: structural, physical and hydrological dynamics
title_full Soil seal development under simulated rainfall: structural, physical and hydrological dynamics
title_fullStr Soil seal development under simulated rainfall: structural, physical and hydrological dynamics
title_full_unstemmed Soil seal development under simulated rainfall: structural, physical and hydrological dynamics
title_short Soil seal development under simulated rainfall: structural, physical and hydrological dynamics
title_sort soil seal development under simulated rainfall: structural, physical and hydrological dynamics
topic Soil structural seal; Seal/crust thickness quantification; Xray Computed Tomography (CT); Unsaturated hydraulic conductivity (Kun); Soil water repellency; Simulated rainfall
url https://eprints.nottingham.ac.uk/48094/
https://eprints.nottingham.ac.uk/48094/
https://eprints.nottingham.ac.uk/48094/