获吴

传记

Dr. 吴伟明，美国纽约州esball国际平台客户端教授. Dr. 吴获得了博士学位.D. from Wuhan University of Hydraulic and Electric Engineering, China in 1991. He was a Lecturer/Associate Professor at his Alma Mater in 1991-1995, a 研究 Fellow of Alexander von Humboldt Foundation at the Institute for Hydromechanics, 卡尔斯鲁厄大学, 1995-1997年的德国, and a faculty member at the National Center for Computational Hydroscience and Engineering of the University of Mississippi in 1997-2013. 他教授泥沙运输课程, 液压, 流体力学, 计算河流动力学, 及水质模拟. His research interests include fundamental 沉积物运移; hydro- and morphodynamics in rivers, 河口, coastal waters and uplands; surge and wave attenuation by vegetation; interaction between surface and subsurface flows; free surface flow and 沉积物运移 modeling; dam/levee breach and flood modeling; and water quality and aquatic ecosystem/ecotoxicology modeling. 他开发了一套流的计算模型, 沉积物运移, pollutant transport and aquatic ecology in riverine and coastal waters. His nonuniform 沉积物运移 capacity formula has been recommended by international peers as one of the best choices. He authored a book "计算河流动力学" published through Taylor & 弗朗西斯，英国，2007年11月. 除了, 他在期刊和会议上发表了130多篇文章, 并上了几堂课, 在几个国家进行主题演讲和短期课程. He received a best paper award in 2007 from the World Association for Sedimentation and Erosion 研究 (WASER). 他是第3期的会员，IAHR, CERF和WASER的成员. He served as an Associate Editor for the 国际泥沙研究杂志 in 2008-2010, 第3期计算水力学委员会主席(2010-2012), and the Chair for 第3期 Task Committee on Dam/Levee Breaching (2009-2012). He currently serves as an Associate Editor for 第3期 Journal of 液压英格ineering and the Chair for 第3期 Sedimentation Committee.

教育背景

Ph.D. - 1991年就读于武汉水利电力大学
M.S. - 1988年就读于武汉水利电力大学
B.S. - 1986年就读于武汉水利电力大学

教学的兴趣

Sediment Transport; 液压; 流体力学; 计算河流动力学; Water Quality Modeling

研究兴趣

Fundamentals of 沉积物运移; hydro- and morphodynamics in river, 河口, and coastal waters; free surface flow and 沉积物运移 modeling; dam/levee breach and flood modeling; surge and wave attenuation by vegetation; interaction between surface and subsurface flows; water quality and aquatic ecosystem/ecotoxicology modeling

奖

• 1995–1997, 研究 Fellowship of Alexander von Humboldt Foundation of Germany.
• 2007, Best Paper Award by World Association of Sedimentation and Erosion 研究.
• 2013, Excellent Paper Award by 12th International Symposium on River Sedimentation, Kyoto, Japan.
• 2014, Lectureship of the State Key Laboratory of Hydroscience and Engineering, 清华大学, in recognition of his sustained academic contribution to the discipline of Dam Breach Modeling.

出版物

书出版

• W. Wu (2007). 计算河流动力学，泰勒 & 弗朗西斯，英国，494页.
• A. 可汗和W. 吴(编)(2013). Sediment Transport: Monitoring, Modeling and Management, Nova Science Publishers, NY.

已发表的期刊文章精选

• W. 吴,C. 佩蕾娜J. 史密斯和A. 桑切斯(2017). 砂泥混合物侵蚀的临界剪切应力.” 水利研究杂志， IAHR, 2017年5月在线发表，doi: 10.1080/00221686.2017.1300195.
• W. 吴和W. Li (2017). 颗粒填充的双峰沉积物混合物的孔隙率.” 国际泥沙研究杂志，第32卷，第2期，2017年6月，253-259页，doi: 10.1016/j.ijsrc.2017.03.005.
• W. 吴和H. Li (2017). “A simplified physically-based model for coastal dike and barrier breaching by overtopping flow and waves.” 海岸工程，第130卷，2017年12月，第1-13页，doi: 10.1016/j.coastaleng.2017.09.007.
• Q. 钟,W. 吴,年代. 陈，M. 王(2016). 简化的基于物理的大坝决口模型的比较.” 自然灾害, (2016) 84:1385–1418. DOI: 10.1007/s11069-016-2492-9.
• A. 桑切斯,W. Wu和T. M. 贝克(2016). “A depth-averaged 2-D model of flow and 沉积物运移 in coastal waters.” 海洋动力学杂志, (2016) 66:1475–1495. DOI: 10.1007/s10236-016-0994-3.
• W. 吴和Q. 林(2015). “浅水流动的三维隐式有限体积模型.水利进展，83(2015)，263-276,doi: 10.1016/j.advwatres.2015.06.008.
• R. 马索利和W. Wu (2015). “Three-dimensional finite-volume model of dam-break flows with 沉积物运移 over movable beds,水利工程学报, 第3期, 141(1), 04014066, 1–12, DOI: 10.1061 /(第3期)衔接.1943-7900.0000947.
• R. 马索利和W. Wu (2014). “Numerical investigation of wave attenuation by vegetation using a 3D RANS model,“水资源的进展, 74, 245-257. doi: 10.1016/j.advwatres.2014.09.012.
• W. 吴和Q. 林(2014). “Nonuniform 沉积物运移 under non-breaking waves and currents,海岸工程, 90, 1–11, doi: 10.1016/j.coastaleng.2014.04.006.
• W. Wu (2014). “A 3-D phase-averaged model for shallow water flow with waves in vegetated water,海洋动力学, 64(7), 1061-1071. DOI: 10.1007/s10236-014-0739-0
• R. 马索利和W. Wu (2014). “3-D finite-volume model of dam-break flow over uneven beds based on VOF method,“水资源的进展, 70, 104–117, DOI: 10.1016/j.advwatres.2014.04.020.
• Y. Ozeren D. 鹪鹩和W. Wu (2014). “Experimental investigation of wave attenuation through model and live vegetation,《esball国际平台客户端》, 港口, 沿海, 与海洋工程(第3期), 140(5), CID: 04014019, DOI: 10.1061 /(第3期)WW.1943-5460.0000251.
• W. Wu (2013). 土堤防溃决的简化物理模型,水利工程学报, 第3期, 139(8), 837–851.
• Q. 林和W. Wu (2013). “A one-dimensional model of mixed cohesive and non-cohesive 沉积物运移 in open channels,” J. 水利学报，41 (4)，517 - 517,DOI: 10.3969 / j.i ssn . 1009 - 1006.2017.06.012.1080/00221686.2013.812046.
• W. 吴米. 张,Y. D. 雷恩(2013). “Analysis of vegetation effect on waves using a vertical 2-D RANS model,” J. 海洋学报，29(2)，383-397.
• W. 吴和R. Marsooli (2012). “A depth-averaged 2-D shallow water model for breaking and non-breaking long waves affected by rigid vegetation,” J. 水利学报，30 (6)，558-575.
• W. 吴,R. 马索利和Z. He (2012). “A depth-averaged two-dimensional model of unsteady flow and 沉积物运移 due to non-cohesive embankment break/breaching,” J. 液压英格.生物医学工程学报，38(6)，503-516.
• 第3期/EWRI大坝/决堤任务委员会. 吴先生担任委员会主席和通讯作者)(2011). “土堤决口，”J. 液压英格.生物医学工程学报，37(12)，1549-1564.
• A. 桑切斯和W. Wu (2011). “A non-equilibrium 沉积物运移 model for coastal inlets and navigation channels,” J. 海岸研究，59(特刊)，39-48.
• W. 吴,一个. 桑切斯和M. 张(2011). “An implicit 2-D shallow water flow model on unstructured quadtree rectangular mesh,” J. 海岸研究，59(特刊)，15-26.
• Z. 他,W. 吴、F. D. 小盾牌,. (2009). “Numerical analysis of effects of large wood structures on channel morphology and fish habitat suitability in a southern U.S. 沙溪，”J. 生态水文，2(8)，370-380.
• Z. 他,W. 吴，S. S.Y. 王(2009). “An integrated two-dimensional surface and three-dimensional subsurface contaminant transport model considering soil erosion and sorption,” J. 液压英格.生物医学工程学报，135(12)，1028-1040.
• W. 吴和Z. He (2009). “Effects of vegetation on flow conveyance and 沉积物运移 capacity,“Int. J. 泥沙研究，24(3)，247-259.
• Z. 他,W. 吴，S. S.Y. 王(2008). “Coupled finite-volume model for 2-D surface and 3-D subsurface flows,” J. 水文英格.[j] .农业科学，2013 (9)，835-845.
• W. 吴和S. S.Y. 王(2007). “可动河床溃坝水流的一维模拟”，J. 液压英格.生物医学工程学报，33(1)，48-58.
• W. 吴米. Altinakar和S. S.Y. 王(2006). “Depth-average analysis of hysteresis between flow and 沉积物运移 under unsteady conditions,“Int. J. 泥沙研究，21(2)，101-112.
• W. 吴,F.D. 小盾牌,., S.J. 贝内特和S。.S.Y. 王(2005). “流体的深度平均二维模型, 沉积物运移 and bed topography in curved channels with riparian vegetation,“水资源., 41, W03015, 1–15.
• W. 吴和S. S.Y. 王(2005). head - cut - migration的经验-数值分析. J. 泥沙研究，20(3)，233-243.
• W. 吴和S. S.Y. 王(2005). “沉积物孔隙度和沉降速度的公式”，J. 液压英格.生物医学工程学报，32(8)，858-862.
• W. Wu (2004). “Depth-averaged 2-D numerical modeling of unsteady flow and nonuniform 沉积物运移 in open channels,” J. 液压英格.， asce, 130(10)， 1013-1024.
• W. 吴,D. A. 维埃拉和S. S.Y. 王(2004). “A 1-D numerical model for nonuniform 沉积物运移 under unsteady flows in channel networks,” J. 液压英格.医学杂志，130(9)，914-923.
• W. 吴和S. S.Y. 王(2004). 潮汐流的深度平均二维计算, 河口盐度与黏性沉积物输运,“Int. J. 泥沙研究，19(3)，172-190.
• W. 吴魏. 罗迪和T. Wenka (2000). “3-D numerical modeling of water flow and 沉积物运移 in open channels,” J. 液压英格.， asce, 126(1)， 4-15.
• W. 吴,年代. S.Y. 王，Y. 贾(2000). “冲积河流的非均匀泥沙运输”，J. 液压学报，38(6)，427-434.
• W. 吴和S. S.Y. 王(1999). “冲积河流的可动河床粗糙度”，J. 液压英格.，应用科学，125(12)，1309-1312.