TY - JOUR
T1 - Mechanism of biochar soil pore–gas–water interaction
T2 - gas properties of biochar-amended sandy soil at different degrees of compaction using KNN modeling
AU - Garg, Ankit
AU - Huang, He
AU - Kushvaha, Vinod
AU - Madhushri, Priyanka
AU - Kamchoom, Viroon
AU - Wani, Insha
AU - Koshy, Nevin
AU - Zhu, Hong Hu
N1 - Publisher Copyright:
© 2019, Institute of Geophysics, Polish Academy of Sciences & Polish Academy of Sciences.
PY - 2020/2/1
Y1 - 2020/2/1
N2 - Soil compaction has contrasting effect on soil strength (i.e., positive) and vegetation growth (i.e., negative), respectively. Biochar has been utilized mostly in combination with soils in both agricultural fields (i.e., loose soils) and geo-structures (i.e., dense soil slopes, landfill cover) for improving water retention due to its microporous structure. Biochar is also found to be useful to reduce gas permeability in compacted soil recently. However, the efficiency of biochar in reducing gas permeability in loose and dense soils is rarely understood. The objective of this study is to analyze effects of compaction on gas permeability in soil at different degrees of compaction (i.e., 65%, 80% and 95%) and also different biochar amendment contents (0%, 5% and 10%). Another aim is to identify relative significance of parameters (soil suction, water content, biochar content and compaction) in affecting gas permeability. Experiments were conducted before applying k-nearest neighbor (KNN) modeling technique for identifying relative significance of parameters. Biochar was synthesized from a coastal invasive species (water hyacinth), which has relatively no influence on food chain (as unlike in biochar produced from biomass such as rice husk, straw, peanut shell). Based on measurements and KNN modeling, it was found that gas permeability of biochar-amended soil is relatively lower than that of soil without amendment. It was found from KNN model that for denser soils, higher amount of soil suction is mobilized for a significant increase in gas permeability as compared to loose soils. Among all parameters, soil suction is found to be most influential in affecting gas permeability followed by water content and compaction.
AB - Soil compaction has contrasting effect on soil strength (i.e., positive) and vegetation growth (i.e., negative), respectively. Biochar has been utilized mostly in combination with soils in both agricultural fields (i.e., loose soils) and geo-structures (i.e., dense soil slopes, landfill cover) for improving water retention due to its microporous structure. Biochar is also found to be useful to reduce gas permeability in compacted soil recently. However, the efficiency of biochar in reducing gas permeability in loose and dense soils is rarely understood. The objective of this study is to analyze effects of compaction on gas permeability in soil at different degrees of compaction (i.e., 65%, 80% and 95%) and also different biochar amendment contents (0%, 5% and 10%). Another aim is to identify relative significance of parameters (soil suction, water content, biochar content and compaction) in affecting gas permeability. Experiments were conducted before applying k-nearest neighbor (KNN) modeling technique for identifying relative significance of parameters. Biochar was synthesized from a coastal invasive species (water hyacinth), which has relatively no influence on food chain (as unlike in biochar produced from biomass such as rice husk, straw, peanut shell). Based on measurements and KNN modeling, it was found that gas permeability of biochar-amended soil is relatively lower than that of soil without amendment. It was found from KNN model that for denser soils, higher amount of soil suction is mobilized for a significant increase in gas permeability as compared to loose soils. Among all parameters, soil suction is found to be most influential in affecting gas permeability followed by water content and compaction.
KW - Biochar-amended soil
KW - Coastal species
KW - Compaction
KW - KNN modeling
KW - Suction
UR - http://www.scopus.com/inward/record.url?scp=85075360667&partnerID=8YFLogxK
U2 - 10.1007/s11600-019-00387-y
DO - 10.1007/s11600-019-00387-y
M3 - Article
AN - SCOPUS:85075360667
SN - 1895-6572
VL - 68
SP - 207
EP - 217
JO - Acta Geophysica
JF - Acta Geophysica
IS - 1
ER -