Error analysis and correction for three-dimensional scaled physical experiments on landslide-induced impulse waves

被引:4
|
作者
Chen, Yunfei [1 ,2 ]
Huang, Bolin [1 ,2 ]
Qin, Zhen [1 ,2 ]
Dong, Xingchen [1 ,2 ]
Hu, Liuyang [1 ,2 ]
Li, Qiuwang [1 ,2 ]
Cheng, Shulou [1 ,2 ]
Li, Renjiang [3 ]
Yin, Yueping [4 ]
机构
[1] China Three Gorges Univ, Hubei Key Lab Disaster Prevent & Mitigat, Yichang, Peoples R China
[2] China Three Gorges Univ, Coll Civil Engn & Architecture, Yichang 443000, Hubei, Peoples R China
[3] China Three Gorges Grp Corp, Lijiang 650200, Yunnan, Peoples R China
[4] China Geol Environm Monitoring Inst, Beijing 100081, Peoples R China
基金
中国国家自然科学基金;
关键词
LABORATORY EXPERIMENTS; MODEL;
D O I
10.1063/5.0201499
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Large-scale three-dimensional (3D) physical modeling is an important method to study landslide-induced impulse waves. In such models, the test randomness is often quite high, which necessitates systematic exploration of the randomness and error. However, only a few relevant studies have been conducted yet. To this end, this study aims to investigate the randomness and error of large-scale 3D landslide-induced impulse wave experiments and provide solutions to the different sources of error. Based on six repeatability experiments with the large-scale 3D physical model of the Wangjiashan landslide-induced impulse wave in the Baihetan reservoir of the Jinsha River, China, the errors of typical physical parameters are classified into systematic errors, which originate from instrumental factors, experimental design, observer bias, environmental factors, and random errors originating from communication and observation. The allowable error rate of landslide motion in the repeatability experiment is found to be 5%, but the dynamic chain transmission of landslide-induced impulse waves leads to the transmission and accumulation of errors, which causes a gradual increase in the errors of landslide motion, primary wave, propagating wave, and run-up process; and the coefficient of variation increases from approximately 3.8% to 25.0%. To reduce the experimental data error, a low-pass filtering model for removing high-frequency noise and a moving window smoothing model for image frame rate mutation are established, which can decrease the coefficient of variation by nearly 1.3%-4.0%. The corrected particle dynamic map exhibits a continuous and smooth flow field, which basically eliminates the velocity field mutation and discontinuity caused by communication data packet loss. Overall, this study can provide theoretical basis and technical support for large-scale 3D landslide-induced impulse wave experiments.
引用
收藏
页数:15
相关论文
共 21 条
  • [1] Numerical Investigation on Hydrodynamic Characteristics of Landslide-Induced Impulse Waves in Narrow River-Valley Reservoirs
    Deng, Bin
    Tao, He
    Jiang, Changbo
    Qu, Ke
    IEEE ACCESS, 2020, 8 : 165285 - 165297
  • [2] Triggers and consequences of landslide-induced impulse waves-3D dynamic reconstruction of the Taan Fiord 2015 tsunami event
    Franco, Andrea
    Moernaut, Jasper
    Schneider-Muntau, Barbara
    Strasser, Michael
    Gems, Bernhard
    ENGINEERING GEOLOGY, 2021, 294
  • [3] Three-dimensional damage analysis by the scaled boundary finite element method
    Zhang, Zihua
    Dissanayake, Dilina
    Saputra, Albert
    Wu, Di
    Song, Chongmin
    COMPUTERS & STRUCTURES, 2018, 206 : 1 - 17
  • [4] Numerical Study on the Influence of Block Physical Characteristics on Landslide Migration Using Three-Dimensional Discontinuous Deformation Analysis
    Wu, Zhen
    Zhang, Huiwen
    SUSTAINABILITY, 2023, 15 (04)
  • [5] A three-dimensional two-level gradient smoothing meshfree method for rainfall induced landslide simulations
    Wang, Dongdong
    Wang, Jiarui
    Wu, Junchao
    Deng, Junjun
    Sun, Ming
    FRONTIERS OF STRUCTURAL AND CIVIL ENGINEERING, 2019, 13 (02) : 337 - 352
  • [6] Geologic Trends in Shear Strength Properties Inferred Through Three-Dimensional Back Analysis of Landslide Inventories
    Bunn, Michael
    Leshchinsky, Ben
    Olsen, Michael J.
    JOURNAL OF GEOPHYSICAL RESEARCH-EARTH SURFACE, 2020, 125 (09)
  • [7] Seismic-induced surficial failure of cohesive slopes using three-dimensional limit analysis: A case study of the Wangjiayan landslide in Beichuan, China
    Gao, Yufeng
    Liu, Yang
    Geng, Weijuan
    Zhang, Fei
    EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2024, 23 (03) : 537 - 545
  • [8] Three-dimensional stability analysis and groundwater table estimation of a retrogressive shallow soil landslide: A case study of the Zhongzhai landslide in Gansu Province, China
    Jia, Shiyao
    Xu, Qiang
    Chen, Wanlin
    Peng, Dalei
    Li, Pinliang
    Zhao, Haoxing
    Li, Haoyu
    Song, Xiaoling
    Chen, Hailong
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2025, 84 (04)
  • [9] RegionGrow3D: A Deterministic Analysis for Characterizing Discrete Three-Dimensional Landslide Source Areas on a Regional Scale
    Mathews, Nicolas W.
    Leshchinsky, Ben A.
    Mirus, Benjamin B.
    Olsen, Michael J.
    Booth, Adam M.
    JOURNAL OF GEOPHYSICAL RESEARCH-EARTH SURFACE, 2024, 129 (09)
  • [10] H1-norm error analysis of a robust ADI method on gradedmesh for three-dimensional subdiffusion problems
    Zhou, Ziyi
    Zhang, Haixiang
    Yang, Xuehua
    NUMERICAL ALGORITHMS, 2024, 96 (04) : 1533 - 1551