2017
DOI: 10.5194/hess-21-6185-2017
|View full text |Cite
|
Sign up to set email alerts
|

A pore-size classification for peat bogs derived from unsaturated hydraulic properties

Abstract: Abstract. In ombrotrophic peatlands, the moisture content of the acrotelm (vadoze zone) controls oxygen diffusion rates, redox state, and the turnover of organic matter. Thus, variably saturated flow processes determine whether peatlands act as sinks or sources of atmospheric carbon, and modelling these processes is crucial to assess effects of changed environmental conditions on the future development of these ecosystems. We show that the Richards equation can be used to accurately describe the moisture dynam… Show more

Help me understand this report
View preprint versions

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
1
1

Citation Types

1
31
1

Year Published

2018
2018
2024
2024

Publication Types

Select...
7

Relationship

1
6

Authors

Journals

citations
Cited by 27 publications
(33 citation statements)
references
References 74 publications
1
31
1
Order By: Relevance
“…The retention curve (Fig. 3) does not have the classical shape that would point at discrimination between an active and inactive porosity (Rezanezhad et al, 2016;Weber et al, 2017b). Measured water retention and hydraulic conductivity data closely fit the van Genuchten-Mualem unimodal model with an RMSE of 0.03 and AICc value of −342 ( Fig.…”
Section: Soil Physical Propertiesmentioning
confidence: 89%
See 1 more Smart Citation
“…The retention curve (Fig. 3) does not have the classical shape that would point at discrimination between an active and inactive porosity (Rezanezhad et al, 2016;Weber et al, 2017b). Measured water retention and hydraulic conductivity data closely fit the van Genuchten-Mualem unimodal model with an RMSE of 0.03 and AICc value of −342 ( Fig.…”
Section: Soil Physical Propertiesmentioning
confidence: 89%
“…This physical structure, along with surface adsorption of reactive solutes (Rezanezhad et al, , 2016 will lead to delayed arrival of solutes which are likely to affect vegetation community development in oil sands reclamation landscapes. The physical and hydraulic properties of undisturbed peat changes along a continuous vertical profile (Weber et al, 2017b;Limpens et al, 2008), whereby deep peat layers are generally more decomposed (Clymo, 1983). In addition to pore-scale effects, the systematic layered heterogeneity common in natural peatlands influences mixing and transport (Hoag and Price, 1997).…”
Section: Introductionmentioning
confidence: 99%
“…Unsaturated hydraulic conductivity is, in turn, a function of the volumetric moisture content (VMC) of the moss (θ) that is governed by the pore network within the moss matrix. In natural peatlands, a gradual gradient of living mosses to dead and decomposed mosses is observed, creating a gradation of larger pores at the surface, to smaller pores below (Boelter, 1968;Goetz & Price, 2015;McCarter & Price, 2014;Rezanezhad et al, 2010;Weber, Iden, & Durner, 2017a). In natural peatlands, a gradual gradient of living mosses to dead and decomposed mosses is observed, creating a gradation of larger pores at the surface, to smaller pores below (Boelter, 1968;Goetz & Price, 2015;McCarter & Price, 2014;Rezanezhad et al, 2010;Weber, Iden, & Durner, 2017a).…”
Section: Introductionmentioning
confidence: 99%
“…This pore network is generated by a series of overlapping Sphagnum leaves and branches, which undergo decomposition and collapse with increasing depth from the surface . Effective pore diameters decrease with depth corresponding to an increase in bulk density caused by decomposition and compression (Carey, Quinton, & Goeller, 2007;Quinton, Hayashi, & Carey, 2008;Rezanezhad et al, 2010;Weber et al, 2017a). Effective pore diameters decrease with depth corresponding to an increase in bulk density caused by decomposition and compression (Carey, Quinton, & Goeller, 2007;Quinton, Hayashi, & Carey, 2008;Rezanezhad et al, 2010;Weber et al, 2017a).…”
Section: Introductionmentioning
confidence: 99%
“…Moreover, the concept of REW seems to apply fairly well to the conditions at the Slope plot and to other soils in central European high and low mountain ranges [4,31,61,62]. However, Norway spruce is also widely distributed in boreal forest landscapes, where typical critical REW values seem to be lower than 0.3 [23,24] and soils are often peaty [71], hence showing similar characteristics (low residual water content, high saturated water content; [72][73][74]) as our plot in the riparian zone. Our data indicates that for such soils the concept of REW is likely to fail.…”
Section: Water Stress Response Of Norway Sprucementioning
confidence: 99%