A New Approach for Seepage Parameters Inversion Analysis Using Improved Whale Optimization Algorithm and Support Vector Regression

Author:

Li Haoxuan1,Shen Zhenzhong12ORCID,Sun Yiqing1,Wu Yijun1,Xu Liqun1ORCID,Shu Yongkang1,Tan Jiacheng1ORCID

Affiliation:

1. College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China

2. State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210098, China

Abstract

Seepage is the primary cause of dam failures. Conducting regular seepage analysis for dams can effectively prevent accidents from occurring. Accurate and rapid determination of seepage parameters is a prerequisite for seepage calculation in hydraulic engineering. The Whale Optimization Algorithm (WOA) was combined with Support Vector Regression (SVR) to invert the hydraulic conductivity. The good point set initialization method, a cosine-based nonlinear convergence factor, the Levy flight strategy, and the Quasi-oppositional learning strategy were employed to improve WOA. The effectiveness and practicality of Improved Whale Optimization Algorithm (IWOA) were evaluated via numerical experiments. As a case study, the seepage parameters of the Dono Dam located on the Baishui River in China were inversed, adopting the proposed inversion model. The calculated seepage field was reasonable, and the relative error between the simulated head and the measured value at each monitoring point was within 2%. This new inversion method is more feasible and accurate than the existing hydraulic conductivity estimation methods.

Funder

National Key R&D Program of China

National Natural Science Foundation of China

Publisher

MDPI AG

Subject

Fluid Flow and Transfer Processes,Computer Science Applications,Process Chemistry and Technology,General Engineering,Instrumentation,General Materials Science

Reference44 articles.

1. Detection Model for Seepage Behavior of Earth Dams Based on Data Mining;Jiang;Math. Probl. Eng.,2018

2. Seepage Monitoring Analysis and Safety Assessment for Yatang Dam;Liu;J. Yangtze River Sci. Res. Inst.,2007

3. Analysis of Sluice Foundation Seepage Using Monitoring Data and Numerical Simulation;Fan;Adv. Civ. Eng.,2019

4. Stability Analysis of Seepage on the Accumulation Dam of a Phosphogypsum Tailings;Chu;J. Eng. Geol.,2016

5. Failure Models of a Loess Stacked Dam: A Case Study in the Ansai Area (China);Xu;Bull. Eng. Geol. Environ.,2020

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