Groundwater Level Prediction for Landslides Using an Improved TANK Model Based on Big Data

Author:

Zheng Yufeng12,Huang Dong1ORCID,Fan Xiaoyi2,Shi Lili34

Affiliation:

1. Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu 610041, China

2. School of Civil Engineering and Surveying, Southwest Petroleum University, Chengdu 610500, China

3. Chengdu Institute of Geo-Environment Monitoring, Chengdu 610042, China

4. Observation and Research Station of Chengdu Geological Hazards, Ministry of Natural Resources, Chengdu 610042, China

Abstract

Geological conditions and rainfall intensity are two primary factors that can induce changes in groundwater level, which are one of the major triggering causes of geological disasters, such as collapse, landslides, and debris flow. In view of this, an improved TANK model is developed based on the influence of rainfall intensity, terrain, and geological conditions on the groundwater level in order to effectively predict the groundwater level evolution of rainfall landslides. A trapezoidal structure is used instead of the traditional rectangular structure to define the nonlinear change in a water level section to accurately estimate the storage of groundwater in rainfall landslides. Furthermore, big data are used to extract effective features from large-scale monitoring data. Here, we build prediction models to accurately predict changes in groundwater levels. Monitoring data of the Taziping landslide are taken as the reference for the study. The simulation results of the traditional TANK model and the improved TANK model are compared with the actual monitoring data, which proves that the improved TANK model can effectively simulate the changing trend in the groundwater level with rainfall. The study can provide a reliable basis for predicting and evaluating the change in the groundwater state in rainfall-type landslides.

Funder

National Natural Science Foundation of China

National Key R&D Program of China

Publisher

MDPI AG

Reference30 articles.

1. Study and case study on soil mobility characteristics of slope under seepage condition after earthquake;Yang;J. Catastrophology,2013

2. Heavy-rainfall-induced catastrophic rockslide-debris flow at Sanxicun, Dujiangyan, after the Wenchuan Ms 8.0 earthquake;Yin;Landslides,2016

3. Experimental study on terrain effect of ground motion on accumulation slope;Huang;Chin. J. Rock Mech. Eng.,2017

4. Sliding mechanism of Zhenxiong catastrophic landslide “1.11”: Fluidization initiation and sliding liquefaction of high porosity soil;Yao;Chin. J. Rock Mech. Eng.,2014

5. Hazardous effects of underground water and extraordinary water flow-induced geohazards;Huang;Earth Environ.,2005

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3