Prediction of cavitation damage using SVM model based on air–water two-phase flow over dam spillway

IF 5.7 3区 环境科学与生态学 Q1 WATER RESOURCES
Saghi Bagherzadeh, Mahnaz Ghaeini-Hessaroeyeh, Ehsan Fadaei-Kermani
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Abstract

Cavitation is one of the primary causes of breakdown and failure on chute spillways, causing surface damage and structural destruction. In this research, a three-dimensional two-phase flow over an ogee spillway was modeled using the FLOW-3D model for the Gelevard-Neka spillway and validated with the available field data. After analyzing the hydrodynamic parameters of flow, a method was presented to predict the intensity and location of cavitation damage on the spillway surface based on the support vector machine (SVM) model. The hydraulic parameters, including flow velocity, pressure, and cavitation index, were introduced to the SVM model, and the cavitation damage level, from no damage to major damage, was predicted along the spillway structure. The validation flow results agreed well with the field data, and the normalized root-mean-square error value of 0.0196 was obtained. In the prediction of cavitation damage using the SVM model, the MAE, R, and RMSE for the training stage were, respectively, 0.32, 0.882, and 0.127, and for the testing stage were 0.024, 0.857, and 0.133. The results show reasonable performance of the SVM model in the prediction of cavitation damage. According to the results, the spillway is susceptible to cavitation damage with the most significant damage anticipated to occur in the distance range of 70–190 m from the spillway origin. Based on the importance of the aerators in protecting the spillway from cavitation damage, it is recommended to investigate the various effects of aerators on mitigating cavitation damage.

基于气-水两相流的大坝溢洪道空化损伤SVM预测
空化现象是溜槽溢洪道破坏的主要原因之一,会造成表面破坏和结构破坏。在本研究中,使用Gelevard-Neka溢洪道的flow - 3d模型对ogee溢洪道上的三维两相流进行了建模,并使用现有的现场数据进行了验证。在分析水流动力参数的基础上,提出了一种基于支持向量机(SVM)模型的溢洪道表面空化损伤强度和位置预测方法。在SVM模型中引入流速、压力、空化指数等水力参数,对溢洪道结构的空化损伤程度进行了预测,从无损伤到严重损伤。验证流程结果与现场数据吻合较好,标准化均方根误差值为0.0196。在使用SVM模型预测空化损伤时,训练阶段的MAE、R和RMSE分别为0.32、0.882和0.127,测试阶段的MAE、R和RMSE分别为0.024、0.857和0.133。结果表明,支持向量机模型在预测空化损伤方面具有较好的效果。结果表明,溢洪道易发生空化破坏,预计在距溢洪道源头70 ~ 190 m范围内发生最严重的空化破坏。基于曝气器在防止溢洪道空化破坏中的重要作用,建议研究曝气器在减轻空化破坏方面的各种作用。
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来源期刊
Applied Water Science
Applied Water Science WATER RESOURCES-
CiteScore
9.90
自引率
3.60%
发文量
268
审稿时长
13 weeks
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