Modeling soil-plant-water interaction

Purpose The purpose of this paper is to numerically investigate the combined effects of canopy (leaf area index [LAI]) and root properties (root distribution function [Rdf] and root area index [RAI]) on a suction induced in soil-root composite under three different scenarios. Design/methodology/approach Richards equation coupled with sink term was solved using a commercial finite element package “HYDRUS” to investigate suction induced in soil-root composite. Findings Scenario 1 unveiled that soil-root composite induces 1 to 20 per cent higher suction than bare soil under the absence of transpiration. From Scenario 2, value of suction at depth of maximum RAI in case of linearly decreasing Rdf was found to be higher than that of other Rdfs. However, depth of suction influence zone (SIZ) for uniform Rdf and non-linear Rdf was found to be 10 and 11 per cent higher than that of linearly decreasing Rdf. Depth of evaporation dominant zone (EDZ) for uniformly decreasing Rdf and non-linear Rdf was found to be 1.08 to 3 times higher than that of linearly decreasing Rdf. From Scenario 3, influence of LAI on depth of SIZ is minimal. Depth of EDZ was found to decrease with the increase in LAI. Based on simple calculation on infinite slope stability, influence of variation in root and shoot properties was found to be significant on its factor of safety. Research limitations/implications Numerical constitutive model has limitations that it does not consider aging of plant. This model is only applicable for a particular set of soil conditions. A long-term study is required in this field to further quantify parameters for improving calibration and modeling performance. Practical implications Following are the practical implication: consideration of vegetation properties into engineered design of green infrastructure (slopes in this case) and selection of vegetation with appropriate characteristics in design for enhancement of stability of green infrastructure. Originality/value Contents of this paper are original, and they have not been submitted to any other journal.

[1]  Charles Wang Wai Ng,et al.  Effects of the roots of Cynodon dactylon and Schefflera heptaphylla on water infiltration rate and soil hydraulic conductivity , 2015 .

[2]  Jian Zhang,et al.  Design of robust battery capacity model for electric vehicle by incorporation of uncertainties , 2017 .

[3]  Charles Wang Wai Ng,et al.  Transpiration Reduction and Root Distribution Functions for a Non-crop Species Schefflera Heptaphylla , 2015 .

[4]  Nomessi Kokutse,et al.  Slope stability and vegetation: Conceptual and numerical investigation of mechanical effects , 2016 .

[5]  GadiVinay Kumar,et al.  Effect of shoot parameters on cracking in vegetated soil , 2017 .

[6]  R. Aroca,et al.  Regulation of root water uptake under abiotic stress conditions. , 2012, Journal of experimental botany.

[7]  Jinhui Li,et al.  A new computational approach for estimation of wilting point for green infrastructure , 2017 .

[8]  Vinay Kumar Gadi,et al.  A Novel Color Analysis Technique for Differentiation of Mix Grass Cover under Shade and without Shade in Green Infrastructures , 2017 .

[9]  R. Corlett,et al.  Natural regeneration in exotic tree plantations in Hong Kong, China , 2005 .

[10]  R. Linderman,et al.  THE ROLE OF ECTOMYCORRHIZAS IN DROUGHT TOLERANCE OF DOUGLAS‐FIR SEEDLINGS * , 1983 .

[11]  Vinay Kumar Gadi,et al.  Spatial and temporal variation of hydraulic conductivity and vegetation growth in green infrastructures using infiltrometer and visual technique , 2017 .

[12]  Sara Meerow,et al.  Spatial planning for multifunctional green infrastructure: Growing resilience in Detroit , 2017 .

[13]  A. Fourie,et al.  Compaction conditions greatly affect growth during early plant establishment , 2017 .

[14]  A. Angelotti,et al.  On the performance of energy walls by monitoring assessment and numerical modelling: a case in Italy , 2020 .

[15]  Jian Liu,et al.  Physical and numerical modeling of an inclined three-layer (silt/gravelly sand/clay) capillary barrier cover system under extreme rainfall. , 2015, Waste management.

[16]  J. Irigoyen,et al.  Different root low temperature response of two maize genotypes differing in chilling sensitivity , 2001 .

[17]  Y. Stylianou,et al.  PROCEDURE AND TEST OF AN INTERNAL DRAINAGE METHOD FOR MEASURING SOIL HYDRAULIC CHARACTERISTICS IN SITU , 1972 .

[18]  C. Ng,et al.  Analytical solutions for calculating pore-water pressure in an infinite unsaturated slope with different root architectures , 2015 .

[19]  C. Ng,et al.  Measurements of drying and wetting permeability functions using a new stress-controllable soil column , 2012 .

[20]  Charles Wang Wai Ng,et al.  Investigation of soil density effect on suction induced due to root water uptake by Schefflera heptaphylla , 2015 .

[21]  M. Nachabe,et al.  Simulating Root Water Uptake from a Heterogeneous Vegetative Cover , 2008 .

[22]  R. Linderman Mycorrhizal interactions with the rhizosphere microflora: the mycorrhizosphere effect , 1988 .

[23]  Jasmine Siu Lee Lam,et al.  Robust model design for evaluation of power characteristics of the cleaner energy system , 2017 .

[24]  Van Genuchten,et al.  A closed-form equation for predicting the hydraulic conductivity of unsaturated soils , 1980 .

[25]  Isabelle Braud,et al.  Development and assessment of an efficient vadose zone module solving the 1D Richards' equation and including root extraction by plants , 2006 .

[26]  Charles Wang Wai Ng,et al.  Effects of plant roots on soil-water retention and induced suction in vegetated soil , 2015 .

[27]  New transient method for determining soil hydraulic conductivity function , 2016 .

[28]  Rachapudi B. N. Prasad,et al.  A linear root water uptake model , 1988 .

[29]  C. Ng,et al.  A fully coupled model for water-gas-heat reactive transport with methane oxidation in landfill covers. , 2015, The Science of the total environment.

[30]  C. Ng,et al.  Centrifuge modelling of the effects of root geometry on transpiration-induced suction and stability of vegetated slopes , 2016, Landslides.

[31]  K. K. Watson An instantaneous profile method for determining the hydraulic conductivity of unsaturated porous materials , 1966 .

[32]  B G Richards,et al.  MEASUREMENT OF FREE ENERGY OF SOIL MOISTURE BY THE PSYCHROMETRIC TECHNIQUE, USING THERMISTORS , 1965 .

[33]  Jirka Simunek,et al.  HYDRUS: Model Use, Calibration, and Validation , 2012 .

[34]  A. Leung,et al.  Numerical modelling of methane oxidation efficiency and coupled water-gas-heat reactive transfer in a sloping landfill cover. , 2017, Waste management.

[35]  C. Ng,et al.  Analytical Analysis of Hydraulic Effect of Vegetation on Shallow Slope Stability with Different Root Architectures , 2016 .

[36]  Charles Wang Wai Ng,et al.  Field study on influence of root characteristics on soil suction distribution in slopes vegetated with Cynodon dactylon and Schefflera heptaphylla , 2015 .

[37]  Vinay Kumar Gadi,et al.  A non-intrusive image analysis technique for measurement of heterogeneity in grass species around tree vicinity in a green infrastructure , 2018 .

[38]  C. Ng,et al.  Effects of root geometry and transpiration on pull-out resistance , 2014 .

[39]  Vinay Kumar Gadi,et al.  Improving and correcting unsaturated soil hydraulic properties with plant parameters for agriculture and bioengineered slopes , 2016 .

[40]  D. Fredlund,et al.  The shear strength of unsaturated soils , 1978 .

[41]  L. Zhang,et al.  Field investigation of erosion resistance of common grass species for soil bioengineering in Hong Kong , 2016 .

[42]  Theoretical analysis of coupled effects of microbe and root architecture on methane oxidation in vegetated landfill covers. , 2017, The Science of the total environment.

[43]  Li Min Zhang,et al.  Evaluating suction profile in a vegetated slope considering uncertainty in transpiration , 2015 .

[44]  C. Ng,et al.  A field study of stress-dependent soil–water characteristic curves and permeability of a saprolitic slope in Hong Kong , 2011 .

[45]  Bor-Shun Huang,et al.  3-D numerical investigations into the shear strength of the soil-root system of Makino bamboo and its effect on slope stability. , 2010 .

[46]  Charles Wang Wai Ng,et al.  Comparisons of soil suction induced by evapotranspiration and transpiration of S. heptaphylla , 2015 .

[47]  M. Shukla,et al.  Evaluation of Spatial and Temporal Root Water Uptake Patterns of a Flood-Irrigated Pecan Tree Using the HYDRUS (2D/3D) Model , 2013 .

[48]  B. Eaton,et al.  Assessing the effect of vegetation‐related bank strength on channel morphology and stability in gravel‐bed streams using numerical models , 2009 .

[49]  Charles Wang Wai Ng,et al.  Analyses of Groundwater Flow and Plant Evapotranspiration in a Vegetated Soil Slope , 2013 .

[50]  Charles Wang Wai Ng,et al.  Probabilistic analysis of suction in homogeneously vegetated soils , 2017 .

[51]  W. A. Take,et al.  Effect of antecedent groundwater conditions on the triggering of static liquefaction landslides , 2015, Landslides.