Abstract

Water induced loess landslides are closely related to the rise of the groundwater level. Therefore, research on the response of the groundwater level to irrigation water holds promise for revealing the mechanism of water-induced loess landslide. Taking Heitai, Gansu Province, as the research area, a coupling model o unsaturated-saturated water movement is established using the HYDRUS-MODFLOW software. The parameters of the model are calibrated and verified by the Bayesian parameter inversion method combined with field observations of the groundwater level. Finally, the change in the groundwater level under different irrigation amounts is predicted using the optimized model. It is found that a reasonable reduction of the irrigation amount can effectively slow the rise of the groundwater level. This research provides a scientific reference for the development of reasonable irrigation measures.

Highlights

  • Loess is a special deposit that is formed in the Quaternary with weak cementation and is widely distributed throughout the world

  • The HYDRUS model focuses on the simulation of soil water in the unsaturated zone, and the MODFLOW model mainly simulates the movement process of groundwater in the saturated zone

  • 0.8 times the original irrigation amount, the contour of the groundwater level obviously shifts right, that is, the groundwater level rises with time

Read more

Summary

Introduction

Loess is a special deposit that is formed in the Quaternary with weak cementation and is widely distributed throughout the world. SWAT and the groundwater model MODFLOW, the flow flux between the layers of the unsaturated zone is calculated by the water balance equation [16,17]. MODFLOW-VSF is a three-dimensional saturated-unsaturated flow coupling model that uses the Richards equation to accurately describe the flow movement in the unsaturated zone, which can ensure high simulation accuracy [23].

Unsaturated Transport Control Equation
Basic Theory of the HYDRUS-MODFLOW Model
Bayesian-MCMC Parameter Inversion Method
Topographic Features
Generalization of the Boundary Conditions of the Calculation Model
Study area:
Time Division of the Model
Dynamic Change of the Groundwater Level
Inversion Results of the Model Parameters
Groundwater Level Simulation Results
Model Validation
Prediction
10. Changes
Conclusions
Full Text
Paper version not known

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call

Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.