
职称:教授/博士生导师(专业学位、学术学位)
邮箱:mhyu@whu.edu.cn
研究领域及招生方向:
研究方向:河流及河口数值模拟方法及应用、河床演变及河流海岸工程泥沙问题、抽水蓄能电站工程泥沙问题
招生专业:水力学及河流动力学/港口、海岸及近海工程/水利工程
招生类型:专业学位硕士、学术学位硕士、专业学位博士、学术学位博士
教育背景:
1986.09-1990.06 武汉大学河流泥沙及治河工程专业,本科
1990.09-1993.06 武汉大学水力学及河流动力学专业,硕士
1996.09-1999.06 武汉大学水力学及河流动力学专业,博士
工作经历:
1999.07-2001.12 ,讲师
2000.09-2001.03 法国Grenoble 一大,访问学者
2002.01-2007.12 ,副教授
2008.01-至今 ,教授
开设课程:
《河流数值模拟》《河口及海岸动力学进展》(研究生)
《河流工程》(本科生)
代表性科研项目:
国家自然科学基金面上项目,冲刷条件下受控弯道岸滩稳定与生态效应协同控导研究(2026.1~2029.12,主持)
国家自然科学基金面上项目,异变格局下收缩河口辐聚效应及径潮盐动力演变机制(2024.1~2027.12,主持)
国家自然科学基金面上项目,受控弯曲河道岸坡侵蚀失稳及异变机理研究(2020.1~2023.12,主持)
国家重点研发计划课题,复杂异变条件下河口治理适应性研究及水安全风险评估(2016.01~2020.12,主持)
国家自然科学基金面上项目,二元结构河岸侵蚀失稳与不平衡输沙交互作用机理研究(2015.01~2018.12,主持)
国家科技重大专项课题子题,基于三峡水库及下游水环境改善的水库群联合调度关键技术研究与示范(2014.01~2019.12,主持)
国家自然科学基金面上项目,均质土堤漫溢溃决冲蚀过程及力学机制研究(2013.01~2016.12,主持)
“973”项目课题子题,塌岸淤床过程与河道冲淤演变规律(2012.01~2016.12,主持)
横向项目,多沙河流抽水蓄能电站泥沙数学模型(2023.01~2026.12,主持)
横向项目,基于BDa水电站库尾卡贡乡及鱼类产卵场河段保护的水沙联合调控关键技术研究(2023.01~2025.12,主持)
横向项目,抽水蓄能电站一维非均匀泥沙数学模型及其应用软件(2022.01~2023.12,主持)
横向项目,汉江下游兴隆至汉川段河道冲淤及水位变化数学模型计算分析(2021.01~2023.12,主持)
横向项目,深圳市西丽水库、长岭皮水库溃坝分析及洪水演进数学模型研究(2018.01~2020.12,主持)
横向项目,于桥水库不同调度方式下流场特征及污染物输移扩散研究(2016.01~2018.12,主持)
学术兼职:
2016至今 中国力学学会环境力学专业委员会委员
奖励与荣誉:
湖北省科技进步一等奖(2024,排名第3)
大禹水利科学科技进步一等奖(2024,排名第10)
湖北省科技进步三等奖(2008,排名第2)
代表性学术成果:
专著:
[1] 余明辉,徐辉荣,利锋,刘画眉. 珠江河口河网治理工程适应性及水安全风险评估, 科学出版社,2023年.
[2] 余明辉,孙昭华,周毅,陆晶,黄宇云. 基于下游水环境改善的三峡水库出库流量调控研究,科学出版社,2020年.
论文:
[1] He, X., Yu, M.H. *, Wang, K.X., Liu, Y.J. Propagation of the effect of upstream bend circulations to downstream flow and sediment transport in consecutive river bends[J]. Journal of Hydrology, 2025, 660.
[2] Zhong Z, Yu M.*, Yu W, et al. Impact of human-induced alterations in bathymetry and geometry on tidal and salt dynamics: Thresholds for morphological dimensions in a convergent estuary[J]. Journal of Hydrology, 2024, 645: 132143
[3] He, X., Yu, M.H.*, Liu, Y.J. Effect of the transition section on the flow structure of consecutive river bends with point bars[J]. Advances in Water Resources, 2024.185:104640.
[4] He, X., Yu, M.H.*. Human interventions alter meandering channels evolution: Insights from the inner bank scouring and outer bank deposition in the Jingjiang Reach after the operation of the Three Gorges Dam[J]. Geomorphology, 2024,467.
[5] P. Hu, M. Yu*, Experimental Study of Secondary Flow in Narrow and Sharp Open Channel Bends[J]. Journal of Applied Fluid Mechanics, 2023, 16(9):1767-1777.
[6] P. Hu, M. Yu*, Numerical Investigation of Bed Shear Stress and Roughness Coefficient Distribution in a Sharp Open Channel Bend[J]. Journal of Applied Fluid Mechanics, 2023, 16(8):1560-1573.
[7] Xiaoqi Chen, Minghui Yu*, Changjie Liu,Ruipu Wang,Wei Zha,Haoyong Tian. Topological and dynamic complexity of the Pearl River Delta and its responses to human intervention, Journal of Hydrology, 2022, 608: 127619-.
[8] Haoyong Tian, Minghui Yu*, Yujiao Liu, Yuyun Huang, Peng Hu, Analytical model for lateral depth-averaged velocity distributions in curved channels[J], Proceedings of the ICE-Water Management, 2021, 174(2):99-108.
[9] Yujiao Liu, Minghui Yu*, Haoyong Tian, Yaguang Xie, Flow characteristics in continuous bends with pool–point bar topography[J], Proceedings of the ICE - Water Management, 2021,174(5):213-224.
[10] Chen X, Yu M*, Liu C, et al. Recent adjustments of pool-riffle distribution along the channels in the Pearl River Delta, China[J]. Ocean and Coastal Management, 2020, 186:105091-.
[11]Tian H, Yu M*, Hu C, et al. New method for assessing lateral distribution of energy gradient in curved channels[J]. Proceedings of the ICE -Water Management, 2020, 173(3): 132-141.
[12] Liu C, Yu M*, Jia L, et al. Impacts of physical alterations on salt transport during the dry season in the Modaomen Estuary, Pearl River Delta, China[J]. Estuarine, Coastal and Shelf Science, 2019, 227:106345-.
[13] Liu C, Yu M*, Cai H, et al. Recent changes in hydrodynamic characteristics of the Pearl River Delta during the flood period and associated underlying causes[J]. Ocean & Coastal Management, 2019, 179:104814-.
[14] Hu Chengwei, Yu Minghui*, Wei Hongyan, Liu Changjie. The mechanisms of energy transformation in sharp open-channel bends: Analysis based on experiments in a laboratory flume[J]. Journal of Hydrology, 2019, 571: 723-739.
[15] Yu Minghui, Xie Yaguang, Tian Haoyong. Sidewall shear stress distribution effects on cohesive bank erosion in curved channels[J]. Proceedings of the Engineers-Water Management, 2019,172(5):257-269.
[16] Wu Songbai, Yu Minghui*, Wei Hongyan. Non-symmetrical levee breaching processes in a channel bend due to overtopping[J]. International Journal of Sediment Research, 2018, 33(3): 208-215.
[17] Wu Songbai, Yu Minghui*, Chen Li. Nonmonotonic and spatial-temporal dynamic slope effects on soil erosion during rainfall-runoff processes[J]. Water Resources Research, 2017, 53(2): 1369-1389.
[18] Wei Hongyan, Yu Minghui*, Wang Dangwei, Li Yitian. Overtopping breaching of river levees constructed with cohesive sediments[J]. Natural Hazards and Earth System Sciences, 2016, 16(7): 1541-1551.
[19] Yu Minghui, Wei Hongyan, Wu Songbai. Experimental study on the bank erosion and interaction with near-bank bed evolution due to fluvial hydraulic force[J]. International Journal of Sediment Research, 2015, 30(1): 81-89.
[20] 钟子悦, 向波, 余明辉*, 刘书宝. 伶仃洋河口枯季径-潮-盐-悬沙动力特征对海床地形异变的响应[J]. 水利学报, 2025, 56(04): 477-487.
[21] 邱嘉琦,余明辉*,李倩. 水位变化条件下植被对下荆江河段岸坡稳定性影响分析[J]. 水利学报, 2024,55(1):60-70.
[22]钟子悦,余明辉*,陈小齐,等.珠江三角洲河网地形和径流条件变化对潮动力格局的影响[J].水资源保护, 2023, 39(03): 213-221.
[23]周卓亮,余明辉*,李大成等.凹岸崩塌体对急弯河道水力特性的影响[J].水科学进展,2022,33(05):816-825.
[24]余明辉,王睿璞,陈小齐,等. 地形和径潮条件变化对东江三角洲洪季连通性影响[J]. 水科学进展, 2021, 32(005):759-769.
[25]陈小齐,余明辉*,刘长杰,等. 珠江三角洲近年地形不均匀变化对洪季水动力特征的影响[J]. 水科学进展, 2020, 31(001):81-89.
[26]高翼天,祝求,黄宇云,余明辉*,等.不同布设方式的生态浮床对水流结构影响研究[J].水利学报,2020,51(11):1423-1431.
[27]胡鹏,余明辉*.坡面径流阻力计算模式对比研究[J].水利学报,2020,51(01):14-22.
[28] 黄宇云,余明辉*,陆晶,孙昭华,等.三峡建库后东洞庭湖适宜生态水位需求分析[J].湖泊科学,2020,32(02):417-427.
[29]刘长杰,余明辉*,周潮晖,吴瑞霖.输水对于桥水库水质时空变化的影响[J].湖泊科学,2019,31(01):52-64.
[30] 余明辉, 陈曦, 魏红艳, 胡呈维, 吴松柏. 不同近岸河床组成情况下岸坡崩塌试验[J]. 水科学进展, 2016, 27(2): 176-185.
地址:武汉市武昌区东湖南路8号电话:027-68772215学院邮箱:sdxy@whu.edu.cn
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