陈伟秋，女，博士，研究员
工作单位：河海大学港口海岸与近海工程学院
通讯地址：江苏省南京市西康路1号，邮编210024
电子邮箱：weiqiu.chen@hhu.edu.cn
2017.09~2021.12 荷兰特温特大学水工程管理系/荷兰三角洲研究院（Deltares）波浪与海岸工程系，博士（合作导师：Suzanne Hulscher教授，Marcel van Gent教授）
2014.09~2017.06 河海大学港口海岸与近海工程学院，硕士
2010.09~2014.06 河海大学港口海岸与近海工程学院，学士
2024.03至今 河海大学港口海岸与近海工程学院，研究员
2021.10~2024.02 荷兰特温特大学水工程管理系，博士后研究员
主要从事波浪与建筑物相互作用、泥沙输运及地貌演变研究：
CFD数值模拟
海堤越浪预测
海堤生态护坡
泥沙输运机制
地貌演变模型
（1）国家自然科学基金-优秀青年科学基金（海外）：海岸防护，2024-2026，主持
（2）荷兰科学研究理事会(NWO)重点资助项目, SALTISolutions: Guaranteeing freshwater with a virtual delta, 2023.10-2024.02. 5000万元. 参与
（3）荷兰科学研究理事会(NWO)开发科技项目, Shaping the beach: Cross-shore sand transport in the swash zone. 2021.10-2023.08, 370万元. 参与
（4）荷兰科学研究理事会(NWO)重点资助项目, All-Risk: Implementation of new risk standards in the Dutch flood protection program. 2017.10-2021.12, 3600万元. 参与
[1] Chen, W.*, van der Werf, J. J. & Hulscher, S. J. M. H. (2024). Practical modelling of sand transport and beach profile evolution in the swash zone. Coastal Engineering, 104514.
[2] Chen, W.*, van der Werf, J. J. & Hulscher, S. J. M. H. (2023). A review of practical models of sand transport in the swash zone. Earth-Science Reviews, 104355. https://doi.org/10.1016/j.earscirev.2023.104355
[3] Chen, W.*, Warmink, J. J., Van Gent, M. R. A. & Hulscher, S. J. M. H. (2021). Numerical modelling of wave overtopping at dikes using OpenFOAM. Coastal Engineering, 166, 103890.
[4] Chen, W.*, Van Gent, M. R. A., Warmink, J. J., & Hulscher, S. J. M. H. (2020). The influence of a berm and roughness on the wave overtopping at dikes. Coastal Engineering, 156, 103613.
[5] Chen, W.*, Warmink, J. J., Van Gent, M. R. A. & Hulscher, S. J. M. H. (2021). Numerical investigation of the effects of roughness, a berm and oblique waves on wave overtopping processes at dikes. Applied Ocean Research, 118, 102971.
[6] Chen, W.*, Marconi, A., Van Gent, M. R. A., Warmink, J. J., & Hulscher, S. J. M. H. (2020). Experimental Study on the Influence of Berms and Roughness on Wave Overtopping at Rock-Armoured Dikes. Journal of Marine Science and Engineering, 8(6), 446.
[7] Barendse, L., Van Bergeijk, V. M., Chen, W., Warmink, J. J., Mughal, A., Hill, D., & Hulscher, S. J. (2022). Hydrodynamic Modelling of Wave Overtopping over a Block-Covered Flood Defence. Journal of Marine Science and Engineering, 10(1), 89.
[8] Wang, D., Ju, L., Zhu, J., Wang, Z., Sun, T., & Chen, W. (2017). Experimental study on mean overtopping of sloping seawall under oblique irregular waves. China Ocean Engineering, 31(3), 350-356.
[9] Wang, D., Sun, T., Chen, W. & Zhu J. (2016). Model test research of breakwater core material influence on wave propagation. China Ocean Engineering. 30(5):786-93.
[10] 陈伟秋, 王登婷, 孙天霆, & 蒯宇. (2017). 海堤后坡混凝土板护面稳定厚度的模型试验研究. 水运工程, 03: 65-70.
[11] 陈伟秋, 陈凌彦, 王登婷, 孙天霆, & 朱嘉玲. (2016). 斜坡堤后坡砌石护面稳定厚度的模型试验研究. 水运工程, 06: 93-98.
[12] 陈衍顺, 陈伟秋, 王登婷, & 孙天霆. (2016). 抛石斜坡堤后坡面稳定重量的模型试验研究. 中国港湾建设, 36(08): 32-37.
[13] 朱嘉玲, 王震, 孙天霆, 王登婷, & 陈伟秋. (2017). 斜向规则波作用下斜坡堤波浪爬高试验研究. 中国港湾建设, 37(02):33-37.
[1] Chen, W., van der Werf, J. J. and Hulscher, S. J. M. H. (2022). New parameterization of cross-shore net sediment transport in the swash zone. Coastal Sediments 2023, New Orleans, LA, USA.
[2] Chen, W., Warmink, J.J., Van Gent, M.R.A., & Hulscher, S. J. M. H. (2022). Numerical modelling of overtopping flow velocity and layer thickness at the waterside edge of the dike crest. IAHR 2022, Granada, Spain.
[3] Chen, W., Warmink, J.J., Van Gent, M.R.A., & Hulscher, S. J. M. H. (2020). Modelling of wave overtopping at dikes using openfoam. Coastal Engineering Proceedings, (36v), 27-27.
[4] Chen, W., Warmink, J. J., Van Gent, M. R., & Hulscher, S. J. M. H. (2019). Experimental study on the influence of berms and roughness on wave overtopping over dikes. Coastal Structures 2019, 1086-1096.
[5] Chen, W., Warmink, J.J., van Gent, M., & Hulscher, S. J. M. H. (2018). Experimental study on the influence of transitions on wave overtopping. Abstract from NCK-Days 2018, Haarlem, Netherlands.
[6] Chen, W., Wang D., Sun T., Kuai Y. (2017). Experimental study on stable thickness of concrete slab revetment on inner slope of dikes. Proceedings of the 37th IAHR World Congress. Kuala Lumpur, Malaysia.
[7] Marconi, A., Chen, W., Van Gent, M. R., Warmink, J. J., & Hulscher, S. J. M. H. (2020). The influence of berms and roughness on wave overtopping at rock-armoured dikes. Proceedings of the 1st IAHR Young Professionals Congress.
[8] Warmink, J. J., Van Bergeijk, V. M., Chen, W., & Hulscher, S. J. M. H. (2018). Modelling wave overtopping for flood defence reliability, the outline of a research project. e-Proc. ICCE 2018, Baltimore, USA, 709745.
[9] Warmink, J.J, Van Bergeijk, V.M., Chen, W., Aguilar-Lopez, J., Bomers, A., & Hulscher, S. J. M. H. (2018). Modelling wave overtopping for flood defense reliability. 3rd International Conference on Protection against Overtopping, 6-8 June 2018, Grange-over-Sands, UK.
[10] 王登婷, 陈伟秋, 陈茂雯, & 孙天霆. (2017). 斜坡式海堤后坡防护问题研究. 第十八届中国海洋 (岸) 工程学术讨论会论文集 (下).