Soil water movement model for deformable soils

Author:

Su Huidong12,Jia Yangwen2,Gan Yongde2,Ni Guangheng1,Niu Cunwen2,Liu Huan2,Jin Tiantian2,Yao Yizhen2

Affiliation:

1. Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, China

2. The State Key Laboratory of Simulations and Regulations of Water Cycles in River Basins (SKL-WAC), China Institute of Water Resources and Hydropower Research (IWHR), Beijing 100038, China

Abstract

Abstract To simulate the soil water movement process of deformable soils, a modified Richards model considering soil deformation (RMSD) was established. In the model, new parameters were introduced, including deformable soil porosity, deformable soil saturated hydraulic conductivity and unsaturated hydraulic conductivity of expansive soils, which varied with soil depth and time under the effect of soil deformation. The newly introduced parameters originated from physical properties of the soils and their calculation formulas were suggested. One-dimensional infiltration–runoff experiments were performed to evaluate the performance of the RMSD. The results showed that average relative errors (ARE) of simulated runoff intensity and cumulative infiltration (by the RMSD) ranged from −10.0% to −1.0% and from −1.0% to 11.0%, respectively, and Nash efficiency coefficients (NSE) of simulated cumulative infiltration (by the RMSD) were larger than 0.90. As the RMSD model is much better than the traditional Richards model (TRID) in fitting the observations of soil cumulative infiltration and runoff intensity, it is believed that the newly suggested model provides a suitable tool to depict the soil water movement in deformable soils.

Funder

National Basic Research Program of China

the Projects of National Science Foundation of China

Publisher

IWA Publishing

Subject

Management, Monitoring, Policy and Law,Atmospheric Science,Water Science and Technology,Global and Planetary Change

Reference46 articles.

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