水力学与山区河流开发保护国家重点实验室
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姓名:林鹏智

性别:男

出生年月:1969-02-01

学位:博士

职称:正高

联系地址:中国.四川.成都市一环路南一段24号

电子邮箱:cvelinpz@126.com

电话号码:028-85406172

任职及学术职位:

“长江学者”特聘教授,水力学及山区河流开发保护国家重点实验室副主任,国家杰出青年科学基金获得者。担任国际海洋工程期刊《Applied Ocean Research》主编;《Journal of Hydraulic Engineering》(美国土木工程师协会会刊),《Journal of Hydro-environment Research》(国际水利环境研究协会会刊)以及《Journal of Ocean Engineering and Marine Research》副主编;《Journal of Earthquake and Tsunami》(地震与海啸期刊),《Coastal Engineering》,《Water Science and Engineering》,《Engineering Applications of Computational Fluid Mechanics》(计算流体力学工程应用),《水利水电科技进展》以及《南水北调与水利科技》编委。

 

Position:

1. Distinguished Professor of "Changjiang Scholar", deputy director of State Key Laboratory of Hydraulics and Mountain River Engineering, winner of National Outstanding Youth Science Foundation;

2. Chief Editor:Applied Ocean Research;

3. Associate Editor: Journal of Hydraulic Engineering, Journal of Hydro-environment Research, and Journal of Ocean Engineering and Marine Research;

4. Editorial Board Member: Journal of Earthquake and Tsunami, Coastal Engineering, Water Science and Engineering, Engineering Applications of Computational Fluid Mechanics, Advances in Science and Technology of Water Resources and South-to-North Water Transfers and Water Science & Technology.

 

个人学习及工作主要经历:

1987-1991年天津大学土木工程系工学学士(B.Eng.)学位(结构工程)

1991-1993年美国夏威夷大学土木工程系科学硕士(M.S.)学位(环境工程)

1993-1998年美国康奈尔大学土木与环境工程学院博士(Ph.D.)学位(海洋与水利工程)

1998-1999年康奈尔大学土木与环境工程学院博士后

1999-2000年香港理工大学土木与结构工程系博士后

2000-2004年新加坡国立大学土木工程系,助理教授

2005-2007年新加坡国立大学土木工程系,副教授、终身教授

2005至今四川大学水力学与山区河流开发保护国家重点实验室,历任特批教授、长江学者特聘教授、博士生导师


Personal Experiences:

1987-1991B.E. Dept.of Civil Engineering, Tianjin University (Structure Engineering)

1991-1993M.S.Dept.of Civil Engineering, University of Hawaii, Manoa(Environmental Engineering)

1993-1998Ph.D. College of Civil and Environmental Engineering, Cornell University (Hydraulic Engineering)

1998-1999Postdoctoral Associate, Cornell University

1999-2000Postdoctoral Fellow, Hong Kong Polytechnic University

2000-2004Assistant Professor, National University of Singapore

2005-2007Associate Professor, Tenured Professor, National University of Singapore

2005-presentAdjunct Professor, Professor, State Key Laboratory of Hydraulics and Mountain River Engineering, SichuanUniversity

 

教学与科研领域:

主要研究领域为水利工程、水力学及河流动力学、港口海岸及海洋工程、计算流体动力学(CFD)及其在水利、海岸与海洋工程中的应用。开设研究生课程“海岸工程基础理论”,发表学术论文百余篇,引用超过4000次,Hi指数超过25。

 

Research field:

Main research fields include hydraulic engineering, hydraulics and river dynamics, Port, coastal and marine engineering, computational fluid dynamics(CFD) and its applications in water conservation, coastal and marine engineering. Teacher of postgraduate course "Introduction to Coastal Engineering". Over a hundred papers have been published, cited over 4000 times, and the Hi index has exceeded 25.

 

近五年主持科研项目:

我国典型滨海湿地“海洋卫士”减灾功能评价与优化应用(国家海洋局减灾中心项目),2018.1.1-2019.6.30

海岸植物消浪机理与减低波浪冲高的试验(国家自然科学基金面上项目),2013.1.1-2016.12.31

地震涌浪的产生与传播机理及其对土石坝安全影响的研究(国家自然科学基金面上项目),2015.1.1-2018.12.31

气候变化下洪水风险综合评估方法(英国文化协会国家合作项目),2015.3.31-2017.3.31

梯级水库群风险分析与评估(国家科技部973项目),2013.1.1-2017.8.31

山区流域水灾害防治研究(四川省科技厅重点项目),2016.6.1-2018.5.31

基于虚拟边界力法的三维液体晃荡数值模型(教育部博士点基金),2013.1.1-2015.12.31

 

Major Research Projects over last five years:

Evaluation and Optimization of Disaster Reduction Function of "Marine Guard"Vegetation in Typical Coastal Wetland in China (Disaster Reduction Center Project of State Oceanic Administration), 2018.1.1-2019.6.30

Wave Absorption Mechanism of Coastal Plant and Experiment Study of Wave Height reduction(National Natural Science Foundation of China), 2013.1.1-2016.12.31

Generation and Propagation mechanism of Earthquake surge and its impact on the safety of earth-rockfill dam (National Natural Science Foundation of China), 2015.1.1-2018.12.31

Comprehensive assessment of flood risk under climate change (British Council's national cooperation project), 2015.3.31-2017.3.31

Risk Analysis and Assessment of Cascade Reservoirs (Ministry of Science and Technology 973 Project), 2013.1.1-2017.8.31

Water Disaster Prevention and Managementin Mountainous Watershed (Key Project of Science and Technology Department of Sichuan Province), 2016.6.1-2018.5.31

Three-dimensional liquid sloshing model based on virtual boundary force method (Ministry of Education Doctoral Fund), 2013.1.1-2015.12.31

 

Monograph:

Lin, P., 2008. Numerical modeling of water waves. Taylor & Francis Co., U.K.(专著,英国出版)

近5年发表论文:

Publications over the last 5 years:

[1]  Xu H, Lin P. A new two-step projection method in an ISPH model for free surface flow computations[J]. Coastal Engineering, 2017, 127:68-79.

[2]  Qiu L C, Jin F, Lin P Z, et al. Numerical simulation of submarine landslide tsunamis using particle based methods[J]. Journal of Hydrodynamics, Ser. B(水动力学研究与进展 B辑), 2017, 29(4):542-551.

[3]  Mi-An, ZHENG, Jinhai, et al. Violent Transient Sloshing-Wave Interaction with a Baffle in a Three-Dimensional Numerical Tank[J]. Journal of Ocean University of China(中国海洋大学学报(英文版)), 2017, 16(4):661-673.

[4]  Xue M A, Zheng J, Lin P, et al. Experimental study on vertical baffles of different configurations in suppressing sloshing pressure[J]. Ocean Engineering, 2017, 136:178-189.

[5]  Yang H X, Li R, Lin P Z, et al. Two-phase smooth particle hydrodynamics modeling of air-water interface in aerated flows[J]. Science China Technological Sciences(中国科学:技术科学), 2017(3):1-12.

[6]  Xiao H, Lin P. Numerical Modeling and Experimentation of the Dam-Overtopping Process of Landslide-Generated Waves in an Idealized Mountainous Reservoir[J]. Journal of Hydraulic Engineering, 2016, 142(12):04016059.

[7]  Lin P, Zhang Y. An improved SWE model for simulation of dam-break flows[J]. Water Management, 2015, 169(6):1-15.

[8]  Zhu H, Lin P, Yao J. An experimental investigation of vortex-induced vibration of a curved flexible pipe in shear flows[J]. Ocean Engineering, 2016, 121:62-75.

[9]  Lin P, Cheng L, Liu D. A two-phase flow model for wave–structure interaction using a virtual boundary force method[J]. Computers & Fluids, 2016, 129:101-110.

[10]  Liu X, Shao S, Lin P, et al. 2D Numerical ISPH Wave Tank for Complex Fluid–Structure Coupling Problems[J]. International Journal of Offshore & Polar Engineering, 2016, 26(1).

[11]  Liu X, Lin P, Shao S. ISPH wave simulation by using an internal wave maker[J]. Coastal Engineering, 2015, 95:160-170.

[12]  Lin P, Liu X, Zhang J. The simulation of a landslide-induced surge wave and its overtopping of a dam using a coupled ISPH model[J]. Engineering Applications of Computational Fluid Mechanics, 2015, 9(1):432-444.

[13]  Kang A, Lin P, Yi J L, et al. Numerical simulation of wave interaction with vertical circular cylinders of different submergences using immersed boundary method[J]. Computers & Fluids, 2015, 106:41-53.

[14]  Zhu H, Lin P, Pan Q. A CFD (computational fluid dynamic) simulation for oil leakage from damaged submarine pipeline[J]. Energy, 2014, 64(1):887-899.

[15]  Ha T, Shim J, Lin P, et al. Three-dimensional numerical simulation of solitary wave run-up using the IB method[J]. Coastal Engineering, 2014, 84:38-55.

[16]  Liu X, Lin P, Shao S. An ISPH simulation of coupled structure interaction with free surface flows[J]. Journal of Fluids & Structures, 2014, 48:46-61.

[17]  Yang S Q, Han Y, Lin P, et al. Experimental Study on the Validity of Flow Region Division[J]. Journal of Hydro-environment Research, 2014, 8(4):421-427.

[18]  Xue M,Lin P, Zheng J,et al. Effects of Perforated Baffle on Reducing Sloshing in Rectangular Tank:Experimental and Numerical Study[J]. China Ocean Engineering(中国海洋工程(英文版)), 2013, 27(5):615-628.

[19]  Zhu H, Qi X, Lin P, et al. Numerical simulation of flow around a submarine pipe with a spoiler and current-induced scour beneath the pipe[J]. Applied Ocean Research, 2013, 41(6):87-100.

[20]  Liu X, Xu H, Shao S, et al. An improved incompressible SPH model for simulation of wave–structure interaction[J]. Computers & Fluids, 2013, 71(71):113-123.

[21]  Ha T, Lin P, Cho Y S. Generation of 3D regular and irregular waves using Navier–Stokes equations model with an internal wave maker[J]. Coastal Engineering, 2013, 76(6):55-67.

[22]  Liu H W, Luo J X, Lin P, et al. Analytical Solution for Long-Wave Reflection by a General Breakwater or Trench with Curvilinear Slopes[J]. Journal of Engineering Mechanics, 2013, 139(2):229-245.

[23]  Adityawan M B, Tanaka H, Lin P. Boundary layer approach in the modeling of breaking solitary wave runup[J]. Coastal Engineering, 2013, 73(3):167-177.

[24]  Han X, Lin P. Permeability effects of single groin on flow characteristics by JOONGU KANG, HONGKOO YEO, SUNGJUNG KIM and UN JI, 49(6), 2011, pp. 728-735[J]. Geochimica Et Cosmochimica Acta, 2013, 14(1):102-102(1).

[25]  Liu, Xin, Xu, et al. An improved incompressible SPH model for simulation of wave–structure interaction[J]. Computers & Fluids, 2013, 71(71):113-123.

[26]  Wang Y R, Xu W L, Zhang J M, et al. Scale effects of incipient cavitation for high-speed flows[J]. Proceedings of the Institution of Civil Engineers Water Management, 2013, 166(7):402-408.

[27]  Gu H B, Qian L, Causon D M, et al. Numerical simulation of water impact of solid bodies with vertical and oblique entries[J]. Ocean Engineering, 2014, 75(5):128-137.


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