Acknowledgement
The research described in this paper was financially supported by National Natural Science Foundation of China (Grant No. 52379122); China Postdoctoral Science Foundation (Grant No. 2022M721668); the Fundamental Research Funds for the Central Universities of Hohai (Grant No. B230201011); Central Public-Interest Scientific Institution Basal Research Fund, NHRI (Y423006; Y423003); the Open Fund of Research Center on Levee Safety Disaster Prevention of Ministry of Water Re-sources under Grant(LSDP202204)Open Fund of Research Center on Levee Safety Disaster Prevention of Ministry of Water Resources under Grant (LSDP202204); Science and technology projects managed by the headquarter of State Grid Corporation (5108-202218280A-2-417-XG); the National Natural Science Foundation of China (51739008, 52239009, 52209159, U2243223, 51739003, 51739003; 51909173; 52109162); Open fund of National Dam Safety Research Center (Grant No. CX2020B02); Open Foundation of State Key Laboratory of Hydrology-Water Re-sources and Hydraulic Engineering (Grant No. 520003812), Fundamental Research Funds for the Central Universities (Grant No. 2019B69814). the Fundamental Research Funds for the Central Universities of Hohai (Grant No. B230201011); Water Conservancy Science and Technology Project of Jiangsu (Grant No. 2022024); The Fundamental Research Funds for the Central Universities (B210202017); the Jiangsu young science and technological talents support project (TJ-2022-076); Jiangsu Basic Research Program Natural Science Foundation Project (BK20221192); Anhui Natural Sci-ence Foundation grant number (Grant No. 2208085US17).
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