Optimisation of focused wave group runup on a plane beach
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Alison Raby | Alistair G.L. Borthwick | Paul Taylor | Jana Orszaghova | Colin Whittaker | C. J. Fitzgerald | A. Borthwick | P. Taylor | A. Raby | C. Whittaker | J. Orszaghova
[1] R. Guza,et al. Effect of wave frequency and directional spread on shoreline runup , 2012 .
[2] R. Guza,et al. Observations of runup and energy flux on a low‐slope beach with high‐energy, long‐period ocean swell , 2015 .
[3] Johannes Spinneken,et al. Second-order wave maker theory using force-feedback control. Part I: A new theory for regular wave generation , 2009 .
[4] Steven A. Hughes,et al. Estimation of wave run-up on smooth, impermeable slopes using the wave momentum flux parameter , 2004 .
[5] Paul H. Taylor,et al. From the paddle to the beach - A Boussinesq shallow water numerical wave tank based on Madsen and Sørensen's equations , 2012, J. Comput. Phys..
[6] P. Nielsen,et al. Wave Runup Distributions on Natural Beaches , 1991 .
[7] Peter Stansby,et al. Experimental measurement of focused wave group and solitary wave overtopping , 2011 .
[8] Peter Stansby,et al. Flow kinematics of focused wave groups on a plane beach in the U.K. Coastal Research Facility , 2006 .
[9] T. Baldock,et al. Spectral signatures for swash on reflective, intermediate and dissipative beaches , 2014 .
[10] Alison Raby,et al. The average shape of large waves in the coastal zone , 2016 .
[11] Robert A. Holman,et al. Setup and swash on a natural beach , 1985 .
[12] Keqi Zhang,et al. Global Warming and Coastal Erosion , 2004 .
[13] Jun Zang,et al. Phase manipulation and the harmonic components of ringing forces on a surface-piercing column , 2014, Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences.
[14] Paul Taylor,et al. Wave Statistics for Intermediate Depth Water—NewWaves and Symmetry , 2004 .
[15] B. Gouldby,et al. Vulnerability of coastal defences to climate change , 2003 .
[16] Ian L Turner,et al. Wave runup and overwash on a prototype-scale sand barrier , 2016 .
[17] I. Losada,et al. Simulating coastal engineering processes with OpenFOAM , 2013 .
[18] William L. Peirson,et al. Application of LiDAR technology for measurement of time-varying free-surface profiles in a laboratory wave flume , 2012 .
[19] Tom E. Baldock,et al. A laboratory study of nonlinear surface waves on water , 1996, Philosophical Transactions of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences.
[20] C. Swan,et al. Nonlinear transient water waves—part I. A numerical method of computation with comparisons to 2-D laboratory data , 1997 .
[21] Javier L. Lara,et al. Three-dimensional numerical wave generation with moving boundaries , 2015 .
[22] Nicholas C. Kraus,et al. SUPERTANK LABORATORY DATA COLLECTION PROJECT , 1993 .
[23] Stephan T. Grilli,et al. A high-order adaptive time-stepping TVD solver for Boussinesq modeling of breaking waves and coastal inundation , 2012 .
[24] Tom E. Baldock,et al. Low frequency swash motion induced by wave grouping , 1997 .
[25] S. F. Smith,et al. Extreme two-dimensional water waves: an assessment of potential design solutions , 2002 .
[26] K. S. Erduran,et al. Hybrid finite‐volume finite‐difference scheme for the solution of Boussinesq equations , 2005 .
[27] T. Schlurmann,et al. Focused wave evolution using linear and second order wavemaker theory , 2015 .
[28] N. Kobayashi. Wave Runup and Overtopping on Beaches and Coastal Structures , 1997 .
[29] Daniel T. Cox,et al. Empirical wave run-up formula for wave, storm surge and berm width , 2016 .
[30] C. Stam,et al. Wave Runup on Smooth and Rock Slopes of Coastal Structures , 1992 .
[31] Manuel A. Andrade,et al. Physical mechanisms of the Rogue Wave phenomenon , 2022 .
[32] K. T. Holland,et al. Runup kinematics on a natural beach , 1995 .
[33] Hemming A. Schäffer,et al. SECOND-ORDER WAVEMAKER THEORY FOR IRREGULAR WAVES , 1996 .
[34] Alistair G. L. Borthwick,et al. Extreme waves, overtopping and flooding at sea defences , 2003 .
[35] C. Swan,et al. On the efficient numerical simulation of directionally spread surface water waves , 2001 .
[36] M. Larson,et al. Prediction of swash motion and run-up including the effects of swash interaction , 2005 .
[37] Hajime Mase,et al. Modified Hunt’s Equation Incorporating Wave Setup , 2004 .
[38] Paul M. Hagemeijer,et al. A New Model For The Kinematics Of Large Ocean Waves-Application As a Design Wave , 1991 .
[39] Steve Elgar,et al. Swash on a gently sloping beach , 1995 .
[40] Wei Bai,et al. Numerical simulation of fully nonlinear regular and focused wave diffraction around a vertical cylinder using domain decomposition , 2007 .
[41] Robert A. Holman,et al. Extreme value statistics for wave run-up on a natural beach , 1986 .
[42] Edward B. Thornton,et al. Swash oscillations on a natural beach , 1982 .
[43] Britt Raubenheimer,et al. Observations and predictions of run‐up , 1996 .
[44] Hilary F. Stockdon,et al. Empirical parameterization of setup, swash, and runup , 2006 .
[45] Edward B. Thornton,et al. Transformation of wave height distribution , 1983 .
[46] Peter Ruggiero,et al. Is the Intensifying Wave Climate of the U.S. Pacific Northwest Increasing Flooding and Erosion Risk Faster Than Sea-Level Rise? , 2013 .
[47] B. Castelle,et al. Swash zone based reflection during energetic wave conditions at a dissipative beach: Toward a wave-by-wave approach , 2014 .
[48] Fali S. Nariman. The State of the Nation , 2013 .
[49] Giovanni Coco,et al. Wave runup during extreme storm conditions , 2011 .
[50] Michael G. Hughes,et al. Hydrokinematic regions within the swash zone , 2007 .
[51] Chris Swan,et al. The evolution of large ocean waves: the role of local and rapid spectral changes , 2007, Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences.
[52] William L. Peirson,et al. Measurements of the time-varying free-surface profile across the swash zone obtained using an industrial LIDAR , 2010 .
[53] Shea Penland,et al. Changes in Louisiana's shoreline : 1855-2002 , 2005 .
[54] John J. Marra,et al. Wave runup, extreme water levels and the erosion of properties backing beaches , 2001 .
[55] M. Longuet-Higgins,et al. Changes in the form of short gravity waves on long waves and tidal currents , 1960, Journal of Fluid Mechanics.
[56] B. G. Ruessink,et al. Observations of swash under highly dissipative conditions , 1998 .
[57] T. Baldock,et al. Probability distributions for wave runup on beaches , 2010 .
[58] Paul Taylor,et al. The shape of large surface waves on the open sea and the Draupner New Year wave , 2004 .
[59] Hunt,et al. Design of Seawalls and Breakwaters , 1959 .
[60] Luciano Soldini,et al. Numerical Modeling of the Influence of the Beach Profile on Wave Run-Up , 2013 .
[61] Ian L Turner,et al. Large-scale Barrier Dynamics Experiment II (BARDEX II): Experimental design, instrumentation, test program, and data set , 2016 .
[62] A. Borthwick,et al. Importance of second-order wave generation for focused wave group run-up and overtopping , 2014 .
[63] Johannes Spinneken,et al. Second-order wave maker theory using force-feedback control. Part II: An experimental verification of regular wave generation , 2009 .
[64] Wei Bai,et al. Higher-order boundary element simulation of fully nonlinear wave radiation by oscillating vertical cylinders , 2006 .
[65] J. N. Sharma,et al. Second-Order Directional Seas and Associated Wave Forces , 1981 .
[66] Hajime Mase,et al. Random wave runup height on gentle slope , 1989 .
[67] Jim W Hall,et al. Impacts of climate change on coastal flood risk in England and Wales: 2030–2100 , 2006, Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences.
[68] Robert McCall,et al. Observations of the swash zone on a gravel beach during a storm using a laser-scanner (Lidar) , 2013 .
[69] Daniel Conley,et al. Wave run-up observations in microtidal, sediment-starved pocket beaches of the Eastern Mediterranean , 2009 .
[70] Hajime Mase,et al. RUN-UP OF RANDOM WAVES ON GENTLE SLOPES , 1984 .
[71] Marco Petti,et al. Shock-capturing Boussinesq model for irregular wave propagation , 2012 .
[72] P. Taylor. Solitary waves and wave groups at the shore , 2011 .
[73] H. Redkey,et al. A new approach. , 1967, Rehabilitation record.
[74] C. Swan,et al. A laboratory study of the focusing of transient and directionally spread surface water waves , 2001, Proceedings of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences.
[75] P. Bonneton,et al. A new approach to handle wave breaking in fully non-linear Boussinesq models , 2012 .
[76] Nobuhisa Kobayashi,et al. IRREGULAR WAVE SETUP AND RUN-UP ON BEACHES , 1992 .
[77] Rob Holman,et al. Remote sensing of the nearshore. , 2013, Annual review of marine science.
[78] Jim W Hall,et al. Systemic impacts of climate change on an eroding coastal region over the twenty-first century , 2007 .
[79] Maurizio Brocchini,et al. Recent advances in modeling swash zone dynamics: Influence of surf‐swash interaction on nearshore hydrodynamics and morphodynamics , 2008 .
[80] Jaak Monbaliu,et al. Evolution of weakly nonlinear random directional waves: laboratory experiments and numerical simulations , 2010, Journal of Fluid Mechanics.
[81] Philip Jonathan,et al. On Irregular, Nonlinear Waves in a Spread Sea , 1997 .
[82] Nicholas C. Kraus,et al. SUPERTANK Laboratory Data Collection Project. Volume 1. Main Text , 1994 .
[83] J. Orszaghova. Solitary waves and wave groups at the shore , 2011 .