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A framework for identifying plant species to be used as 'ecological engineers' for fixing soil on unstable slopes.

Ghestem M, Cao K, Ma W, Rowe N, Leclerc R, Gadenne C, Stokes A - PLoS ONE (2014)

Bottom Line: Significant differences between all factors were found, depending on species.We then combined these results with those concerning root physiological traits, which were used as a proxy for root metabolic activity.We also propose a conceptual model describing how to position plants on an unstable site, based on root system traits.

View Article: PubMed Central - PubMed

Affiliation: AgroParis Tech, UMR AMAP, Montpellier, France.

ABSTRACT
Major reforestation programs have been initiated on hillsides prone to erosion and landslides in China, but no framework exists to guide managers in the choice of plant species. We developed such a framework based on the suitability of given plant traits for fixing soil on steep slopes in western Yunnan, China. We examined the utility of 55 native and exotic species with regard to the services they provided. We then chose nine species differing in life form. Plant root system architecture, root mechanical and physiological traits were then measured at two adjacent field sites. One site was highly unstable, with severe soil slippage and erosion. The second site had been replanted 8 years previously and appeared to be physically stable. How root traits differed between sites, season, depth in soil and distance from the plant stem were determined. Root system morphology was analysed by considering architectural traits (root angle, depth, diameter and volume) both up- and downslope. Significant differences between all factors were found, depending on species. We estimated the most useful architectural and mechanical traits for physically fixing soil in place. We then combined these results with those concerning root physiological traits, which were used as a proxy for root metabolic activity. Scores were assigned to each species based on traits. No one species possessed a suite of highly desirable traits, therefore mixtures of species should be used on vulnerable slopes. We also propose a conceptual model describing how to position plants on an unstable site, based on root system traits.

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Tensile stress at failure.Tensile stress at failure (Tmax) for root diameters from 0 to 2 mm. Logarithmic scales. Fitting curves: Tmax  =  α*D−β, equations are presented on the graphs with the determination coefficient (R2), parameters in brackets are not significant.
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pone-0095876-g007: Tensile stress at failure.Tensile stress at failure (Tmax) for root diameters from 0 to 2 mm. Logarithmic scales. Fitting curves: Tmax  =  α*D−β, equations are presented on the graphs with the determination coefficient (R2), parameters in brackets are not significant.

Mentions: Tmax increased with decreasing root diameter in all species except F. tikoua and J. curcas in which Tmax increased with increasing root diameter (Figure 7). These trends were not significant for A. hispidus and F. tikoua. Tmax differed significantly between species when root diameter was used as a covariate (Fcov9,1105 = 29.85; P<0.001; Figure 7). All species possessed similar values for the Tmax of coarse roots (15–20 MPa) but Tmax was greater in coarse roots of F. tikoua and P. stricta (approximately 40 MPa) and lower in coarse roots of J. curcas and R. chinensis (7–15 MPa; Figure 7). For fine roots, P. stricta had the strongest Tmax (up to 200 MPa for roots 0.1 mm in diameter), followed by A. codonocephala and C. anomala. J. curcas and R. chinensis possessed very low Tmax for fine roots (Figure 7).


A framework for identifying plant species to be used as 'ecological engineers' for fixing soil on unstable slopes.

Ghestem M, Cao K, Ma W, Rowe N, Leclerc R, Gadenne C, Stokes A - PLoS ONE (2014)

Tensile stress at failure.Tensile stress at failure (Tmax) for root diameters from 0 to 2 mm. Logarithmic scales. Fitting curves: Tmax  =  α*D−β, equations are presented on the graphs with the determination coefficient (R2), parameters in brackets are not significant.
© Copyright Policy
Related In: Results  -  Collection

License
Show All Figures
getmorefigures.php?uid=PMC4126646&req=5

pone-0095876-g007: Tensile stress at failure.Tensile stress at failure (Tmax) for root diameters from 0 to 2 mm. Logarithmic scales. Fitting curves: Tmax  =  α*D−β, equations are presented on the graphs with the determination coefficient (R2), parameters in brackets are not significant.
Mentions: Tmax increased with decreasing root diameter in all species except F. tikoua and J. curcas in which Tmax increased with increasing root diameter (Figure 7). These trends were not significant for A. hispidus and F. tikoua. Tmax differed significantly between species when root diameter was used as a covariate (Fcov9,1105 = 29.85; P<0.001; Figure 7). All species possessed similar values for the Tmax of coarse roots (15–20 MPa) but Tmax was greater in coarse roots of F. tikoua and P. stricta (approximately 40 MPa) and lower in coarse roots of J. curcas and R. chinensis (7–15 MPa; Figure 7). For fine roots, P. stricta had the strongest Tmax (up to 200 MPa for roots 0.1 mm in diameter), followed by A. codonocephala and C. anomala. J. curcas and R. chinensis possessed very low Tmax for fine roots (Figure 7).

Bottom Line: Significant differences between all factors were found, depending on species.We then combined these results with those concerning root physiological traits, which were used as a proxy for root metabolic activity.We also propose a conceptual model describing how to position plants on an unstable site, based on root system traits.

View Article: PubMed Central - PubMed

Affiliation: AgroParis Tech, UMR AMAP, Montpellier, France.

ABSTRACT
Major reforestation programs have been initiated on hillsides prone to erosion and landslides in China, but no framework exists to guide managers in the choice of plant species. We developed such a framework based on the suitability of given plant traits for fixing soil on steep slopes in western Yunnan, China. We examined the utility of 55 native and exotic species with regard to the services they provided. We then chose nine species differing in life form. Plant root system architecture, root mechanical and physiological traits were then measured at two adjacent field sites. One site was highly unstable, with severe soil slippage and erosion. The second site had been replanted 8 years previously and appeared to be physically stable. How root traits differed between sites, season, depth in soil and distance from the plant stem were determined. Root system morphology was analysed by considering architectural traits (root angle, depth, diameter and volume) both up- and downslope. Significant differences between all factors were found, depending on species. We estimated the most useful architectural and mechanical traits for physically fixing soil in place. We then combined these results with those concerning root physiological traits, which were used as a proxy for root metabolic activity. Scores were assigned to each species based on traits. No one species possessed a suite of highly desirable traits, therefore mixtures of species should be used on vulnerable slopes. We also propose a conceptual model describing how to position plants on an unstable site, based on root system traits.

Show MeSH
Related in: MedlinePlus