Abstract

The modelling of peatland functioning, in particular the impact of anthropogenic warming and direct human disturbance on CO2, CH4 and N2O, requires detailed knowledge of the peat structure and of both water and gas flow with respect to the groundwater table level. To this end, freezing is nowadays increasingly used to obtain small size peat samples for X-ray micro computed tomography (X-ray μ-CT) as required by the need to increase the resolution of the 3D X-ray CT images of the peat structure recorded. The aim of this study was to analyze the structure of a peat material before and after freezing using X-ray μ-CT and to look for possible alterations in the structure by investigating looking at the air-filled porosity. A highly decomposed peat material close to water saturation was selected for study and collected between 25 and 40 cm depth. Two samples 4 × 4 × 7 cm3 in volume were analyzed before and after freezing using an X-ray μ-CT Nanotom 180NF (GE Phoenix X-ray, Wunstorf, Germany) with a 180 kV nanofocus X-ray tube and a digital detector array (2304 × 1152 pixels Hamamatsu detector). Results showed that the continuity and cross section of the air-filled tubular pores several hundreds to about one thousand micrometers in diameter were altered after freezing. Many much smaller air-filled pores not detected before freezing were also recorded after freezing with 470 and 474 pores higher than one voxel in volume (60 × 60 × 60 μm3 in volume each) before freezing, and 4792 and 4371 air-filled pores higher than one voxel in volume after freezing for the two samples studied. Detailed analysis showed that this increase resulted from a difference in the whole range of pore size studied and particularly from a dramatic increase in the number of air-filled pores ranging between 1 voxel (216 103 μm3) and 50 voxels (10.8 106 μm3) in volume. Theoretical calculation of the consequences of the increase in the specific volume of water by 8.7 % when it turns from liquid to solid because of freezing led to the creation of a pore volume in the organic matrix which remains saturated by water when returning to room temperature and consequently to the desaturation of the largest pores of the organic matrix as well as the finest tubular pores which were water-filled before freezing. These new air-filled pores are those measured after freezing using X-ray μ-CT and their volume is consistent with the one calculated theoretically. They correspond to small air-filled ovoid pores several voxels in volume to several dozen voxels in volume and to discontinuous air-filled fine tubular pores which were both detected after freezing. Finally, the increase in the specific volume of water because of freezing appears also be also responsible for the alteration of the already air-filled tubular pores before freezing as shown by the 3D binary images and the pore volume distribution.

Highlights

  • In many peatland studies, the description of peat physical characteristics is derived from only a few basic metrics has been applied to peat materials

  • The increase in the specific volume of water because of freezing appears be responsible for the alteration of the already air-filled tubular pores before freezing as shown by the 3D

  • Improvements in resolution led to the development of X-ray micro computed tomography (X-ray μ-CT), which content and peat structure

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Summary

Introduction

The description of peat physical characteristics is derived from only a few basic metrics has been applied to peat materials. Improvements in resolution led to the development of X-ray micro computed tomography (X-ray μ-CT), which content and peat structure They studied samples 7.2 cm long and 7.2 cm in diameter with a resolution of 100 μm. Quinton et al (2009) analyzed the structure and hydraulic properties of peats using X-ray CT They studied samples 10 cm long and 6 cm in diameter with a resolution of 45 μm and showed how water contents recorded in the field were related to the inter-particle pore volume distribution. Using the methodology developed by Quinton et al (2009), Rezanezhad et al (2009 and 2010) studied the influence of pore size geometry on peat unsaturated hydraulic conductivity by combining X-ray μ-CT and digital image processing They found that the large reduction in unsaturated conductivity with depth was essentially controlled by the proportion of air-filled pores. Turberg et al (2014) used X-ray μ-CT to analyze various degrees of disturbance related to μm

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