Estimating forest soil bulk density using boosted regression modelling

被引:76
作者
Jalabert, S. S. M. [1 ,2 ]
Martin, M. P. [2 ]
Renaud, J. -P. [3 ]
Boulonne, L. [2 ]
Jolivet, C. [2 ]
Montanarella, L. [4 ]
Arrouays, D. [2 ]
机构
[1] ENITA Bordeaux, UF Agrosyst & Forets, EA Georessources & Environm, F-33175 Gradignan, France
[2] INRA, US INFOSOL 1106, F-45000 Orleans 2, France
[3] Off Natl Forets Mission Expt & Methodes, F-54840 Parc De Haye, Velaine En Haye, France
[4] European Commiss DG Joint Res Ctr, Inst Environm & Sustainabil, Land Management & Nat Hazards Unit, I-21020 Ispra, VA, Italy
关键词
Bulk density; pedotransfer functions; boosted regression trees; forest soils; Biosoil; ORGANIC-MATTER; PEDOTRANSFER FUNCTIONS; CHEMICAL-PROPERTIES; TEMPERATE FOREST; TROPICAL SOILS; CARBON; TREES; EUROPE; DYNAMICS; FRANCE;
D O I
10.1111/j.1475-2743.2010.00305.x
中图分类号
S15 [土壤学];
学科分类号
0903 ; 090301 ;
摘要
Soil bulk density (rho) is an important physical property, but its measurement is frequently lacking in soil surveys due to the time-consuming nature of making the measurement. As a result pedotransfer functions (PTFs) have been developed to predict rho from other more easily available soil properties. These functions are generally derived from regression methods that aim to fit a single model. In this study, we use a technique called Generalized Boosted Regression Modelling (GBM; Ridgeway, 2006) which combines two algorithms: regression trees and boosting. We built two models and compared their predictive performance with published PTFs. All the functions were fitted based on the French forest soil dataset for the European demonstration Biosoil project. The two GBM models were Model G3 which involved the three most frequent quantitative predictors used to estimate soil bulk density (organic carbon, clay and silt), and Model G10, which included ten qualitative and quantitative input variables such as parent material or tree species. Based on the full dataset, Models G3 and G10 gave R-2 values of 0.45 and 0.86, respectively. Model G3 did not significantly outperform the best published model. Even when fitted from an external dataset, it explained only 29% of the variation of rho with a root mean square error of 0.244 g/cm(3). In contrast, the more complex Model G10 outperformed the other models during external validation, with a R-2 of 0.67 and a predictive deviation of +/- 0.168 g/cm(3). The variation in forest soil bulk densities was mainly explained by five input variables: organic carbon content, tree species, the coarse fragment content, parent material and sampling depth.
引用
收藏
页码:516 / 528
页数:13
相关论文
共 67 条
[1]   Compaction and subsoiling effects on corn growth and soil bulk density [J].
Abu-Hamdeh, NH .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 2003, 67 (04) :1213-1219
[2]   EFFECT OF ORGANIC-MATTER ON BULK AND TRUE DENSITIES OF SOME UNCULTIVATED PODZOLIC SOILS [J].
ADAMS, WA .
JOURNAL OF SOIL SCIENCE, 1973, 24 (01) :10-17
[3]   Comparison and ranking of different modelling techniques for prediction of site index in Mediterranean mountain forests [J].
Aertsen, Wim ;
Kint, Vincent ;
van Orshoven, Jos ;
Ozkan, Kuersad ;
Muys, Bart .
ECOLOGICAL MODELLING, 2010, 221 (08) :1119-1130
[4]  
*AFNOR, 1999, X31503 AFNOR NF
[5]  
*AFNOR, 1999, X31501 AFNOR NF
[6]   BULK DENSITIES OF CALIFORNIA SOILS IN RELATION TO OTHER SOIL PROPERTIES [J].
ALEXANDER, EB .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1980, 44 (04) :689-692
[7]  
[Anonymous], 1984, OLSHEN STONE CLASSIF, DOI 10.2307/2530946
[8]   The carbon content of topsoil and its geographical distribution in France [J].
Arrouays, D ;
Deslais, W ;
Badeau, V .
SOIL USE AND MANAGEMENT, 2001, 17 (01) :7-11
[9]   MODELING CARBON STORAGE PROFILES IN TEMPERATE FOREST HUMIC LOAMY SOILS OF FRANCE [J].
ARROUAYS, D ;
PELISSIER, P .
SOIL SCIENCE, 1994, 157 (03) :185-192
[10]   Aboveground-belowground relationships in temperate forests: Plant litter composes and microbiota orchestrates [J].
Aubert, Michael ;
Margerie, Pierre ;
Trap, Jean ;
Bureau, Fabrice .
FOREST ECOLOGY AND MANAGEMENT, 2010, 259 (03) :563-572