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Mechanism of biochar soil pore–gas–water interaction: gas properties of biochar-amended sandy soil at different degrees of compaction using KNN modeling

  • Ankit Garg
  • He Huang
  • Vinod KushvahaEmail author
  • Priyanka Madhushri
  • Viroon Kamchoom
  • Insha Wani
  • Nevin Koshy
  • Hong-Hu Zhu
Research Article - Hydrology
  • 38 Downloads

Abstract

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.

Keywords

KNN modeling Biochar-amended soil Coastal species Compaction Suction 

Notes

Acknowledgements

The authors would like to acknowledge the National Natural Science Foundation (NSFC) Youth Project (Grant number 41907252) and also Shantou University Scientific Research Fund (NTF17007), China.The first and fourth authors would also like to acknowledge International Collaboration Fund from Academic Melting Pot Program (KREF206237) from King Mongkut’s Institute of Technology Ladkrabang (KMITL).

Compliance with ethical standards

Conflict of interest

On behalf of all authors, the corresponding author states that there is no conflict of interest.

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Copyright information

© Institute of Geophysics, Polish Academy of Sciences & Polish Academy of Sciences 2019

Authors and Affiliations

  1. 1.Department of Civil and Environmental Engineering, Guangdong Engineering Center for Structure Safety and Health MonitoringShantou UniversityShantouChina
  2. 2.Department of Civil EngineeringIIT JammuJammuIndia
  3. 3.Staley Black and DeckerAtlantaUSA
  4. 4.Department of Civil Engineering, Faculty of EngineeringKing Mongkut’s Institute of Technology Ladkrabang (KMITL)BangkokThailand
  5. 5.School of Earth Sciences and EngineeringNanjing UniversityNanjingChina

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