{"title":"Transient State Analysis of Rainfall Infiltration Into Layered Vegetated Soils","authors":"Cheng Yuan, Changbing Qin, Liang Li, Xiaoqin Lei","doi":"10.1002/nag.70068","DOIUrl":null,"url":null,"abstract":"Vegetation plays a pivotal role in altering the hydraulic properties of soils, and its effect is stemmed from plant transpiration and also undermined by rainfall. As for the intricate transient behavior of vegetated soils under rainfall, many extant studies either presumed homogeneous soil properties or concentrated on a steady‐state analysis, neglecting the moisture distribution with time in layered vegetated soils. This study proposes a transient analytical model for rainfall infiltration in layered vegetated soils based on Richard's equation. This model is developed by incorporating a depth‐dependent root water uptake sink term and utilizing variable substitution, separation of variables, and the transfer matrix method to derive the pore water pressure (PWP) distribution across different soil layers. The results calculated from the proposed model coincide with those from numerical simulations, with a maximum error of 2.5% in negative PWP in the case study, demonstrating the robustness of this model. Moreover, a parametric study is performed for a better understanding of the impacts of rainfall intensity, thickness of vegetated soil, and transpiration rate on the hydraulic properties of layered vegetated soils. This study well addresses the gap in transient analytical solutions of rainfall infiltration into layered vegetated soils and provides a benchmark for related numerical models.","PeriodicalId":13786,"journal":{"name":"International Journal for Numerical and Analytical Methods in Geomechanics","volume":"29 1","pages":""},"PeriodicalIF":3.6000,"publicationDate":"2025-09-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal for Numerical and Analytical Methods in Geomechanics","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1002/nag.70068","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0
Abstract
Vegetation plays a pivotal role in altering the hydraulic properties of soils, and its effect is stemmed from plant transpiration and also undermined by rainfall. As for the intricate transient behavior of vegetated soils under rainfall, many extant studies either presumed homogeneous soil properties or concentrated on a steady‐state analysis, neglecting the moisture distribution with time in layered vegetated soils. This study proposes a transient analytical model for rainfall infiltration in layered vegetated soils based on Richard's equation. This model is developed by incorporating a depth‐dependent root water uptake sink term and utilizing variable substitution, separation of variables, and the transfer matrix method to derive the pore water pressure (PWP) distribution across different soil layers. The results calculated from the proposed model coincide with those from numerical simulations, with a maximum error of 2.5% in negative PWP in the case study, demonstrating the robustness of this model. Moreover, a parametric study is performed for a better understanding of the impacts of rainfall intensity, thickness of vegetated soil, and transpiration rate on the hydraulic properties of layered vegetated soils. This study well addresses the gap in transient analytical solutions of rainfall infiltration into layered vegetated soils and provides a benchmark for related numerical models.
期刊介绍:
The journal welcomes manuscripts that substantially contribute to the understanding of the complex mechanical behaviour of geomaterials (soils, rocks, concrete, ice, snow, and powders), through innovative experimental techniques, and/or through the development of novel numerical or hybrid experimental/numerical modelling concepts in geomechanics. Topics of interest include instabilities and localization, interface and surface phenomena, fracture and failure, multi-physics and other time-dependent phenomena, micromechanics and multi-scale methods, and inverse analysis and stochastic methods. Papers related to energy and environmental issues are particularly welcome. The illustration of the proposed methods and techniques to engineering problems is encouraged. However, manuscripts dealing with applications of existing methods, or proposing incremental improvements to existing methods – in particular marginal extensions of existing analytical solutions or numerical methods – will not be considered for review.