Modelling temperature-dependent hydraulic conductivity function of rooted soils

The performances of vegetated soil infrastructures (e.g., landfill covers, soil slopes and green roofs) are likely influenced by the temperature effects induced by decomposition of municipal solid waste, solar radiation, high air temperature and underground power cables. However, the dual effects of temperature and roots on soil hydraulic conductivity function (HCF) have remained poorly understood. In this study, temperature-controlled simplified evaporation experiments were conducted to measure soil water retention curves (SWRCs) and HCFs of rooted soils for temperature range between 24 and 54℃. Based on RT-SWRC model considering the physical occupancy of roots in pores (R) and temperature effects (T), a nonisothermal HCF model (i.e., RT-P model) was proposed by incorporating root-induced pore rearrangement (P). Furthermore, RT-P model was compared with Mualem’s model (i.e., RT-M model). Results indicated that saturated hydraulic conductivity (Ks) and unsaturated hydraulic conductivity (Ku) were increased by the roots. As the basis to develop RT-P HCF model, RT-SWRC accurately captured the temperature effects on SWRCs of both bare and rooted soils. For shrub-rooted soils in this study and grass-rooted soils from the literature, RT-P model provided a more accurate prediction for HCF than RT-M model under different temperatures, due to consideration of root-induced pore rearrangement.

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Publication Details

Journal
Canadian Geotechnical Journal
Published
2026-10-14
DOI
https://doi.org/10.1139/cgj-2026-0581
Primary Topic
Soil and Unsaturated Flow
Type
article
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article

Modelling temperature-dependent hydraulic conductivity function of rooted soils

Anthony Kwan Leung, Zhiyuan Luo, Hao Wang, Rui Chen et al.
Canadian Geotechnical Journal
Soil and Unsaturated Flow
article

Modelling temperature-dependent hydraulic conductivity function of rooted soils

Anthony Kwan Leung, Zhiyuan Luo, Hao Wang, Rui Chen, Wang-Rong Li
article en

Abstract

The performances of vegetated soil infrastructures (e.g., landfill covers, soil slopes and green roofs) are likely influenced by the temperature effects induced by decomposition of municipal solid waste, solar radiation, high air temperature and underground power cables. However, the dual effects of temperature and roots on soil hydraulic conductivity function (HCF) have remained poorly understood. In this study, temperature-controlled simplified evaporation experiments were conducted to measure soil water retention curves (SWRCs) and HCFs of rooted soils for temperature range between 24 and 54℃. Based on RT-SWRC model considering the physical occupancy of roots in pores (R) and temperature effects (T), a nonisothermal HCF model (i.e., RT-P model) was proposed by incorporating root-induced pore rearrangement (P). Furthermore, RT-P model was compared with Mualem’s model (i.e., RT-M model). Results indicated that saturated hydraulic conductivity (Ks) and unsaturated hydraulic conductivity (Ku) were increased by the roots. As the basis to develop RT-P HCF model, RT-SWRC accurately captured the temperature effects on SWRCs of both bare and rooted soils. For shrub-rooted soils in this study and grass-rooted soils from the literature, RT-P model provided a more accurate prediction for HCF than RT-M model under different temperatures, due to consideration of root-induced pore rearrangement.

Canadian Geotechnical Journal
Shenzhen Institute of Information Technology (CN), Hong Kong University of Science and Technology (HK), Zaozhuang University (CN)
Openalex Percentile: Top 18%
Soil and Unsaturated Flow
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