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师资队伍

 

张洪生(博士、教授)

张洪生教授,工学博士学位,曾在河口海岸学国家重点实验室和University of South Alabama进行博士后研究,University College LondonUniversity pf Delaware访问学者。主要研究方向为水波动力学的理论及其应用,河口海岸动力学和水资源的规划与利用。先后给博士研究生讲授了《The applied dynamics of Ocean surface waves》,给硕士研究生讲授了《海洋环境流体力学》、《高等流体力学》、《海洋水文学》和《河口海岸动力学》,给本科生讲授了《工程水文学》和《流体力学》等7门课程。主持了四项国家自然科学基金、作为主要人员参加了一项国家自然科学基金项目;主持了两项上海市科技攻关项目和一项上海市自然科学基金;参加了一项“863”重点研究项目;主持或参加完成了近海台风和台风浪计算方法研究项目江苏海门冷家沙海域海洋水文、气象、波浪分析太湖风浪预测系统应急完善潍坊港和鲁辽陆海联运通道风场及风浪场数值模拟及统计分析波流相互作用的数学模型及其应用烟台市水资源工程规划模型40项企事业单位委托的研究项目。已在国内外重要学术期刊和学术交流会议上发表60余篇学术论文。博士毕业后,在河口海岸学国家重点实验室进行博士后研究,2005年在University of South Alabama进行博士后研究,2010年在University College London2017-2018年在University of Delaware进行学术访问。已指导了50余名博士和硕士研究生。

研究方向 (1)水波动力学的理论及其应用; (2)河口海岸动力学

学术兼职

Journal of Hydrodynamics, Ser. B》编委

《海洋工程》编委

《水动力学研究与进展,A辑》编委。

发表的主要学术论文

[1] ZHANG H.S.,ZHOU E.X.,DAI S.,et al., 2016.Comparison of the Calculated and Measured Wave Heights in Inland Lakes.Journal of Coastal Research ,32(4)814-828(SCI;EI).

[2] YANG X.Y.,ZHANG H.S.,LI H.T.,2017.Wave  radiation and diffraction by a floating rectangular structure with an opening at its bottom in oblique seas. Journal of Hydrodynamics, Ser.B,296):1054-1066(SCIEI).

[3] ZHANG H.S.,ZHENG B.F.,YANG X.Y.,2017. Interaction of oblique waves and a rectangular structure with an opening near a vertical wall. China Ocean Eng., 312:220-229(SCI;EI).

[4] WANG Y.H.,WANG H.,DONG H.H.,ZHANG H.S.,et al.,2018.Interaction solutions for a reduced extended (3+1)-dimensional Jimbo-Miwa equation.Nonlinear Dynamics,92:487-497(SCI).

[5] WANG Y.H.,WANG H.,ZHANG H.S.,et al.,2017.Exact Interaction Solutions of an Extended (2+1)-Dimensional Shallow Water Wave Equation. Communications in theoretical physics, 68(2):165-169(SCI)

[6] ZHANG H.S., ZHAO J.C.,LI P.H.,et al.,2016. The change characteristics of the calculated wind wave fields near lateral boundaries with SWAN model. Acta Oceanologica Sinica, 351):96-105(SCI;EI).

[7] ZHANG H.S., ZHU L. S., YOU Y.X., 2005. A numerical model for wave propagation in curvilinear coordinates. Coastal Engineering, Vol.52:513-533(SCIEI).

[8] ZHANG H.S., ZHAO H.J., DING P.X.,2007.On the modeling of wave propagation on non-uniform currents and depth. Ocean EngineeringVol. 34(10):1393-1404 (SCI;EI).

[9]ZHANG H.S., WANG Y., XU C.H., et al.,2013. Tests and applications of an approach of absorbing the reflected waves towards incident boundary, China Ocean Engineering, 276):703-718(SCIEI).

[10] ZHANG H.S., JIA H.Q., GU J.B.,et al.,2014. Numerical simulation of the international wave propagation in continuously density-stratified ocean.Journal of Hydrodynamics, Ser.B,26(5):770-779SC;EI.

[11] ZHANG H.S., ZHOU W.,2013. Wave radiation and diffraction by a two dimensional floating body with an opening near a side wall. China Ocean Eng.,Vol.274:437-450.SCIEI

[12] ZHANG H. S., WU P.F., LIU W.B.,2014. The analysis of second-order sloshing resonance in a 3-D tank. Journal of Hydrodynamics, Ser.B,26(2):309-315SCIEI.

[13] ZHOU H.W.ZHANG H.S.,2013. Radiation and diffraction analysis of a cylindrical body with a moon pool, Journal of Hydrodynamics, Ser.B,25(2):196-204(ESI;SCIEI).

[14] ZHANG H.S., WANG W.Y., FENG W. J., et al.,2010.A numerical model for nonlinear wave propagation on non-uniform current. China Ocean EngineeringVol. 24(1):15-28 (SCI;EI).

[15] ZHOU H.W.WU G.X., ZHANG H.S.,2013.Wave radiation and diffraction by a two dimensional floating rectangular body with a bottom opening, Journal of Eng.Math., Vol.83(1):1-22(ESI;SCI;EI).

[16] ZHOU H.W.ZHANG H.S.,2010.A numerical model of nonlinear wave propagation in curvilinear coordinates. China Ocean EngineeringVol. 24(4):597-610(SCI;EI).

[17] ZHANG H.S., WANG W.Y., FENG W.J., et al. 2010. Tests and applications of a Boussinesq model with ambient current. Journal of Hydrodanamics, Ser.B, Vol. 22(4):526-536 (SCI;EI).

[18] ZHANG H.S., ZHAO, SHI Z.,2007. A finite-difference approach to the time-dependent mild-slope equation. China Ocean Engineering, Vol.21(1): 65-76SCI;EI.

[19]Chen X.H., ZHU L.S., ZHANG H.S., 2007.Numerical simulation of summer circulation in the east China sea and its application in estimating the sources red tides in the Changjiang River estuary. Journal of Hydrodynamics, Ser.B,Vol.19(3), 272-281(EI)

[20] WANG Y.L., ZHANG H.S., MIAO G.P. et al., 2005. A new approach to high-order Boussinesq-type equations with ambient currents. China Ocean Engineering, Vol.19(1):49-60 (SCIEI).

[21] ZHANG H.S., DING P.X., PAN J.N., et al., 2003. Numerical simulation of a mathematical model for wave propagation on non-uniform current and depth. Journal of HydrodynamicsSer.B, Vol. 15(2): 43-50(EI).

[22] ZHANG H.S., HONG G.W., DING P.X., 2001.Numerical Modelling of Standing Waves with Three-Dimensional Non-Linear Wave Propagation Model. China Ocean Engineering, Vol.154),521-530 (SCIEI).

[23] HONG G.W., ZHANG H.S., FENG W.B., 1998. Numerical Simulation of Nonlinear Three-Dimensional Waves in Water of Arbitrary Varying Topography, China Ocean Eng., 12(4), 383-404(SCIEI).

[24] ZHU L.S., LI M.Q., ZHANG H.S., et al., 2004.Wave attenuation and friction coefficient on the coral-reef flatareas. China Ocean Engineering, Vol.18(1),129-136SC; EI.

[25] ZHAO H.J., SONG Z.Y., ZHANG H.S., 2008.Comparison of four numerical models for the time-dependent mild-slope equations. Proceedings of the Chinese -German joint symposium on hydraulic and ocean Engineering,565-570(ISTP).

[26]徐妲莉,陈方磊,张洪生2017.同伦分析方法在椭圆余弦波相互作用上的应用.水动力学研究与进展A辑,326):395-402(核心期刊).

[27] 张洪生,2017.流体力学课程教学方法的几点探讨.高教学刊2017年第14期,91-93.

[28]郑碧芳,张洪生,杨小岩,2016.直墙前矩形月池水波振荡,海洋工程345),40-50(核心期刊).

[29]杨小岩,张洪生,吴鹏飞,2015. 液舱三维晃荡运动二阶共振的理论解及特性分析,海洋工程332),72-78(核心期刊).

[30] 张洪生,岳文翰,王真祥,等,2014. SWAN模型模拟风浪场侧边界失真范围研究,海洋工程326):91-97核心期刊).

[31] 张洪生,辜俊波,王海龙,王乐铭, 2013,利用WAVEWATCHSWAN嵌套计算珠江口附近海域的风浪场,热带海洋学报,第32卷第1期,8-17(核心期刊)

[32] 周华伟,张洪生2013. 波浪在半球上绕射的解析研究. 上海交通大学学报,47(10):1597-1600(EI)

[33] 张洪生,辜俊波,贾海青,古彪. 连续分层海洋中内波传播的一种数值模式.力学学报 201244(5):896-903 (EI.

[34] 张洪生,戴甦,张怡.太湖风浪场的计算与比较.海洋工程2012,第30卷第4期,68-81(核心期刊).

[35] 张洪生,文武键,辜俊波,2011.用两种不同方法计算淀山湖风浪. 海洋工程,29(1):122-129(核心期刊).

[36] 张洪生,周华伟,洪广文,2011.高阶非线性的Boussinesq型方程及其数值验证,水动力学研究与进展A,第26卷第3,(核心期刊).

[37] 张洪生,于小伟,杨建民,等,2009.改进的非线性波传播数值模型的验证和应用.水动力学研究与进展A243:364373(核心期刊).

[38] 张洪生,商辉,2008. 对波浪入射边界上反射波的消波及其验证.上海交通大学学报,第42卷第4期:674-678(EI).

[39] 张洪生,冯文静,商辉,2007. 非线性波传播的新型数值模拟模型及其实验验证-引入变换速度变量.海洋学报,第29卷第5期:161-173(核心期刊).

[40] 张洪生,冯文静,王亚玲,等,2007.非线性波传播的新型数值模拟模型及其实验验证. 海洋学报2007,第29卷第4期:137-147(核心期刊).

[41] 王亚玲,张洪生2007. 非均匀水流中非线性波传播的数值模拟.力学学报396):732-740(EI) .

[42] 赵红军,张洪生,丁平兴,2006. 一种求解时间关联性缓坡方程的数值方法. 上海交通大学学报2006,40卷第6:1050-1054EI.

[43] 张洪生,丁平兴,吴中,等,2003. 曲线坐标系下非均匀水流中波浪传播的数值模拟.上海交通大学学报,第37卷第8期:1261-1265(核心期刊).

[44] 张洪生,丁平兴,赵海虹,2003.一般曲线坐标系下波浪传播的数值模拟. 海洋学报, Vol.25(1): 100-108(核心期刊).

[45] 张军,张洪生,缪国平,2005.计算域中存在直立岛式结构物时波浪传播的数值模拟.水动力学研究与进展A辑,202:241250(核心期刊).

[46] 洪广文,冯卫兵,张洪生1999,海岸河口水域波浪传播数值计算,河海大学学报272),19(核心期刊)

[47] 洪广文,张洪生,任意水深变化水域非线性波传播的数值模拟. 海洋工程(核心期刊)1999174),6473

[48] 刘长余,张洪生1993.用模糊综合评判方法优选引黄供水工程沉沙方案.水利经济(核心期刊),第3期,29-35.