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    Flood Peak Prediction of Three Gorges Reservoir in China: Evidence from Artificial Intelligence and Observation Data

    Source: Journal of Hydrologic Engineering:;2025:;Volume ( 030 ):;issue: 003::page 04025008-1
    Author:
    Xiaopeng Wang
    ,
    Hongpeng Hua
    ,
    Fanwei Meng
    ,
    Biqiong Wu
    ,
    Hui Cao
    ,
    Zhengyang Tang
    DOI: 10.1061/JHYEFF.HEENG-6359
    Publisher: American Society of Civil Engineers
    Abstract: The Three Gorges Project in China is the world’s largest water conservancy hub, located in the middle reaches of the Yangtze River in central China. After the storage of water in the Three Gorges Reservoir, the artificial lakes formed between the Three Gorges Reservoir area change frequently with the fluctuation of the reservoir water level. The size of the flood peak seriously affects the safety and regulation of the Three Gorges Dam. In this paper, based on the Three Gorges Reservoir interval observation data, a method of adaptive segmentation of rainfall-runoff events in time periods is proposed, and an artificial intelligence prediction model for the Three Gorges Reservoir interarea flooding is established on the basis of hydrological principles using data mining and machine learning methods. Nonlinear partial least squares regression and random forest are two models used and supported by later observations. Comparing the simulation results of the model with the hydrological observation records of the Three Gorges Reservoir, it is found that the model has its own advantages for different prediction objects. The results show that the nonlinear partial least squares regression model is suitable for flood prediction with high rainfall, while the random forest model can better predict the flood prediction process with low rainfall and a complex flood process.
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      Flood Peak Prediction of Three Gorges Reservoir in China: Evidence from Artificial Intelligence and Observation Data

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    contributor authorXiaopeng Wang
    contributor authorHongpeng Hua
    contributor authorFanwei Meng
    contributor authorBiqiong Wu
    contributor authorHui Cao
    contributor authorZhengyang Tang
    date accessioned2025-08-17T22:48:22Z
    date available2025-08-17T22:48:22Z
    date copyright6/1/2025 12:00:00 AM
    date issued2025
    identifier otherJHYEFF.HEENG-6359.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307479
    description abstractThe Three Gorges Project in China is the world’s largest water conservancy hub, located in the middle reaches of the Yangtze River in central China. After the storage of water in the Three Gorges Reservoir, the artificial lakes formed between the Three Gorges Reservoir area change frequently with the fluctuation of the reservoir water level. The size of the flood peak seriously affects the safety and regulation of the Three Gorges Dam. In this paper, based on the Three Gorges Reservoir interval observation data, a method of adaptive segmentation of rainfall-runoff events in time periods is proposed, and an artificial intelligence prediction model for the Three Gorges Reservoir interarea flooding is established on the basis of hydrological principles using data mining and machine learning methods. Nonlinear partial least squares regression and random forest are two models used and supported by later observations. Comparing the simulation results of the model with the hydrological observation records of the Three Gorges Reservoir, it is found that the model has its own advantages for different prediction objects. The results show that the nonlinear partial least squares regression model is suitable for flood prediction with high rainfall, while the random forest model can better predict the flood prediction process with low rainfall and a complex flood process.
    publisherAmerican Society of Civil Engineers
    titleFlood Peak Prediction of Three Gorges Reservoir in China: Evidence from Artificial Intelligence and Observation Data
    typeJournal Article
    journal volume30
    journal issue3
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/JHYEFF.HEENG-6359
    journal fristpage04025008-1
    journal lastpage04025008-14
    page14
    treeJournal of Hydrologic Engineering:;2025:;Volume ( 030 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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