Three-dimensional numerical simulation of wave-induced scour around a pile on a sloping beach

被引：0
|
作者：
Li, Jinzhao [1 ,2 ]
Fuhrman, David R. [2 ]
Kong, Xuan [1 ]
Xie, Mingxiao [3 ]
Yang, Yilin [4 ]
机构：
[1] Key Laboratory for Damage Diagnosis of Engineering Structures of Hunan Province, College of Civil Engineering, Hunan University, Changsha,410082, China
[2] Technical University of Denmark, Department of Mechanical Engineering, Section of Fluid Mechanics, Coastal and Maritime Engineering, Kgs Lyngby,DK-2800, Denmark
[3] National Engineering Laboratory for Port Hydraulic Construction Technology, Tianjin Research Institute for Water Transport Engineering, M.O.T., Tianjin,300456, China
[4] School of Civil Engineering, Central South University, Changsha,410075, China
来源：
Ocean Engineering | 2021年 / 233卷
基金：
中国国家自然科学基金;
关键词：
Fully-coupled - Model-based OPC - Morpho-logics - Open-source - OpenFOAM - Scour depth - Sloping beaches - Solitary wave - Three-dimensional numerical simulations - Wave induced scour;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
引用
收藏
相关论文
共 50 条
  • [41] Numerical Simulation of Three-Dimensional Cavitation Around a Hydrofoil
    Yang, Jing
    Zhou, Lingjiu
    Wang, Zhengwei
    JOURNAL OF FLUIDS ENGINEERING-TRANSACTIONS OF THE ASME, 2011, 133 (08):
  • [42] Numerical simulation of linear wave propagation, wave-induced circulation, sediment transport and beach evolution
    Karambas, TV
    COASTAL ENGINEERING AND MARINA DEVELOPMENTS, 1999, 3 : 263 - 274
  • [43] Three-dimensional dispersion of momentum in wave-induced nearshore currents
    Putrevu, U
    Svendsen, IA
    EUROPEAN JOURNAL OF MECHANICS B-FLUIDS, 1999, 18 (03) : 409 - 427
  • [44] The Three-Dimensional Wave-Induced Current Field: An Analytical Model
    Gic-Grusza, Gabriela
    WATER, 2024, 16 (08)
  • [45] Three-dimensional dispersion of momentum in wave-induced nearshore currents
    Putrevu, Uday
    Svendsen, Ib A.
    European Journal of Mechanics, B/Fluids, 18 (03): : 409 - 427
  • [46] An integrated three-dimensional model for wave-induced seabed response in a porous seabed. I. A sloping seabed
    Zhang, H
    Jeng, DS
    OCEAN ENGINEERING, 2005, 32 (5-6) : 701 - 729
  • [47] Wave-induced sloping seabed residual response around a buried pipeline
    Lin, Jie
    Gao, Yuan
    Guo, Yakun
    Liu, Junwei
    Feng, Lingyun
    MARINE GEORESOURCES & GEOTECHNOLOGY, 2024,
  • [48] Numerical simulation of scour and backfilling processes around a circular pile in waves
    Baykal, C.
    Sumer, B. M.
    Fuhrman, D. R.
    Jacobsen, N. G.
    Fredsoe, J.
    COASTAL ENGINEERING, 2017, 122 : 87 - 107
  • [49] Numerical model for wave-induced scour below a submarine pipeline
    Liang, DF
    Cheng, L
    JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING, 2005, 131 (05) : 193 - 202
  • [50] Laboratory Study of Wave-Induced Pore Pressures Around the Pile
    Lü H.
    Zhou X.
    Wang J.
    Shanghai Jiaotong Daxue Xuebao/Journal of Shanghai Jiaotong University, 2018, 52 (07): : 757 - 763
12345