Investigation on hydrodynamic performance of an environmentally friendly pile breakwater

[1]  Taizo Hayashi,et al.  HYDRAULIC RESEARCH ON THE CLOSELY SPACED PILE BREAKWATER , 1966 .

[2]  J. Grune,et al.  WAVE TRANSMISSION THROUGH VERTICAL SLOTTED WALLS , 1974 .

[3]  C. W. Hirt,et al.  Volume of fluid (VOF) method for the dynamics of free boundaries , 1981 .

[4]  Robert G. Dean,et al.  Water wave mechanics for engineers and scientists , 1983 .

[5]  E. D. Obasaju,et al.  The influence of corner radius on the forces experienced by cylindrical bluff bodies in oscillatory flow , 1984 .

[6]  Yoshimi Goda,et al.  Random Seas and Design of Maritime Structures , 1985 .

[7]  P. Liu,et al.  Scattering of Water Waves by Vertical Cylinders , 1993 .

[8]  S. Arai.  FORCES ON AND FLOWS AROUND A HORIZONTAL RECTANGULAR CYLINDER SUBMERGED IN REGULAR WAVES , 1993 .

[9]  Steven A Hughes,et al.  PHYSICAL MODELS AND LABORATORY TECHNIQUES IN COASTAL ENGINEERING , 1993 .

[10]  Subrata Kumar Chakrabarti,et al.  Offshore Structure Modeling , 1994 .

[11]  B. Sumer,et al.  BED SHEAR STRESS AND SCOUR AROUND COASTAL STRUCTURES , 1995 .

[12]  S. Arai.  FORCES AND CIRCULATION OF HORIZONTAL CYLINDERS SUBMERGED IN REGULAR WAVES , 1995 .

[13]  Changhong Hu,et al.  Wave Forces On Horizontal Cylinders At Low Keulegan-Carpenter And Reynolds Numbers. , 1995 .

[14]  M. Isaacson,et al.  Wave Interactions with Vertical Slotted Barrier , 1998 .

[15]  M. Isaacson,et al.  Wave interactions with double slotted barriers , 1999 .

[16]  Subba Rao,et al.  Laboratory investigation on wave transmission through two rows of perforated hollow piles , 1999 .

[17]  Kil-Seong Lee,et al.  Scattering of Irregular Waves by Vertical Cylinders , 2000 .

[18]  B. Sumer,et al.  The mechanics of scour in the marine environment , 2002 .

[19]  V. Sundar,et al.  Hydrodynamic Performance Characteristics of Quadrant Front-Face Pile-Supported Breakwater , 2003 .

[20]  N. Barltrop,et al.  Wave force coefficients for horizontally submerged rectangular cylinders , 2006 .

[21]  Daniel T. Cox,et al.  Hydrodynamic Characteristics of Pile-Supported Vertical Wall Breakwaters , 2006 .

[22]  Jørgen Fredsøe,et al.  Hydrodynamics Around Cylindrical Structures , 2006 .

[23]  A. Celik,et al.  An experimental model application of wavescreen: Dynamic pressure, water particle velocity, and wave measurements , 2006 .

[24]  Kyung-Duck Suh,et al.  Wave reflection and transmission by curtainwall–pile breakwaters using circular piles , 2007 .

[25]  D. A. Barry,et al.  Air-water two-phase flow modeling of turbulent surf and swash zone wave motions , 2010 .

[26]  A. Mojtahedi,et al.  Experimental investigation of TARMAX model for modeling of hydrodynamic forces on cylinder-like structures , 2011 .

[27]  Yong Liu,et al.  Wave interaction with a wave absorbing double curtain-wall breakwater , 2011 .

[28]  Hydrodynamic characteristics of a single-row pile breakwater , 2011 .

[29]  Jun Wang,et al.  Numerical investigation of the interactions between solitary waves and pile breakwaters using BGK-based methods , 2011, Comput. Math. Appl..

[30]  A. Koraim.  Hydrodynamic characteristics of slotted breakwaters under regular waves , 2011 .

[31]  Zhenhua Huang,et al.  Hydraulic performance and wave loadings of perforated/slotted coastal structures: A review , 2011 .

[32]  M. Aminfar,et al.  Physical model studies and system identification of hydrodynamics around a vertical square-section cylinder in irregular sea waves , 2012 .

[33]  O. Nejadkazem,et al.  Mathematical Model for Hydrodynamic Behavior of an Array of Vertical Cylindrical Piles Used as a Breakwater , 2012, Journal of Coastal Research.

[34]  D. Vanneste.  Experimental and numerical study of wave-induced porous flow in rubble-mound breakwaters , 2012 .

[35]  R. Gaudio,et al.  Evaluation of Flow-Altering Countermeasures against Bridge Pier Scour , 2012 .

[36]  Pascal Lafon,et al.  Optimization of coastal structures: Application on detached breakwaters in ports , 2013 .

[37]  Da-tong Zhu.  Full wave solution for hydrodynamic behaviors of pile breakwater , 2013 .

[38]  Fabio Dentale,et al.  Numerical wave interaction with tetrapods breakwater , 2014 .

[39]  H. Ahmed,et al.  Numerical Investigation of Wave Interaction with Double Vertical Slotted Walls , 2014 .

[40]  Da-tong Zhu,et al.  Hydrodynamic characteristics of offshore and pile breakwaters , 2015 .

[41]  Yu Yao,et al.  Numerical Investigation of Solitary Wave Interaction with a Row of Vertical Slotted Piles , 2015 .

[42]  F. Robertson.  An experimental investigation of the drag on idealised rigid, emergent vegetation and other obstacles in turbulent free-surface flows , 2016 .

[43]  E. Mlybari,et al.  Hydrodynamic performance of multiple-row slotted breakwaters , 2016 .

[44]  Medhat M. Helal,et al.  Hydrodynamic characteristics of three rows of vertical slotted wall breakwaters , 2017 .

[45]  A. P. Shashikala,et al.  Hydrodynamic Characteristics of Vertical Cellular Breakwater , 2017 .

[46]  A. P. Shashikala,et al.  A Novel Approach for the Optimal Design of a Vertical Cellular Breakwater Based on Multi-Objective Optimization , 2017 .

[47]  A. P. Shashikala,et al.  Estimation of friction coefficient for double walled permeable vertical breakwater , 2018 .

[48]  Alireza Mojtahedi,et al.  Establishment of a hybrid Fuzzy–Krill Herd approach for novelty detection applied to damage classification of offshore jacket-type structures , 2018, Journal of Marine Science and Technology.

[49]  S. De,et al.  Effects of vertical porous barrier on progressive waves in a two layered fluid , 2018 .

[50]  Yu Yao,et al.  Numerical Investigation of Solitary Wave Interaction with Double Row of Vertical Slotted Piles , 2018 .

[51]  S. Koley.  Wave transmission through multilayered porous breakwater under regular and irregular incident waves , 2019, Engineering Analysis with Boundary Elements.

[52]  Xiaojian Liu,et al.  Numerical investigation of solitary wave interaction with a row of vertical slotted piles on a sloping beach , 2019, International Journal of Naval Architecture and Ocean Engineering.

[53]  R. Roy,et al.  Water wave scattering by multiple thin vertical barriers , 2019, Appl. Math. Comput..

[54]  T. Sahoo,et al.  Wave interaction with multiple slotted barriers inside harbour: Physical and numerical modelling , 2019, Ocean Engineering.

[55]  Yu Yao,et al.  A Numerical Investigation of the Reduction of Solitary Wave Runup by A Row of Vertical Slotted Piles , 2020 .

[56]  Jianjun Huang,et al.  Experimental modeling of wave load on a pile-supported wharf with pile breakwater , 2020 .