-
1
-
-
4644342716
-
A fast and stable well-balanced scheme with hydrostatic reconstruction for shallow water flows
-
Audusse E., Bouchut F., Bristeau M.-O., Klein R., Perthame B. A fast and stable well-balanced scheme with hydrostatic reconstruction for shallow water flows. SIAM Journal on Scientific Computing 2004, 25(6):2050-2065.
-
(2004)
SIAM Journal on Scientific Computing
, vol.25
, Issue.6
, pp. 2050-2065
-
-
Audusse, E.1
Bouchut, F.2
Bristeau, M.-O.3
Klein, R.4
Perthame, B.5
-
2
-
-
36549033736
-
Quantification of changes in current intensities induced by wave overtopping around low-crested structures
-
Caceres I., Stive M.J.F., Sanchez-Arcilla A., Trung L.H. Quantification of changes in current intensities induced by wave overtopping around low-crested structures. Coastal Engineering 2008, 55:113-124.
-
(2008)
Coastal Engineering
, vol.55
, pp. 113-124
-
-
Caceres, I.1
Stive, M.J.F.2
Sanchez-Arcilla, A.3
Trung, L.H.4
-
3
-
-
84878652532
-
-
CEM, Coastal Engineering Research Centre, Waterways Experiment Station, US Army Corps of Engineering, Vicksburg, USA, (Authors: Burcharth, H.F., Hughes, S.A.)
-
CEM Fundamentals of Design, Coastal Engineering Manual, Part VI(5) 2003, Coastal Engineering Research Centre, Waterways Experiment Station, US Army Corps of Engineering, Vicksburg, USA, (Authors: Burcharth, H.F., Hughes, S.A.).
-
(2003)
Fundamentals of Design, Coastal Engineering Manual, Part VI(5)
-
-
-
4
-
-
84873025898
-
The optimisation of crest level design of sloping coastal structures through prototype monitoring and modelling
-
University of Ghent, Belgium
-
De Rouck J., Boone C., Van de Walle B. The optimisation of crest level design of sloping coastal structures through prototype monitoring and modelling. Final Report EU-MAST-III OPTICREST Project 2001, University of Ghent, Belgium.
-
(2001)
Final Report EU-MAST-III OPTICREST Project
-
-
De Rouck, J.1
Boone, C.2
Van de Walle, B.3
-
5
-
-
0030976766
-
Full scale monitoring study of a submerged breakwater, Palm Beach, Florida, USA
-
Dean R.G., Chen R., Browder A.E. Full scale monitoring study of a submerged breakwater, Palm Beach, Florida, USA. Coastal Engineering 1997, 29:291-315.
-
(1997)
Coastal Engineering
, vol.29
, pp. 291-315
-
-
Dean, R.G.1
Chen, R.2
Browder, A.E.3
-
6
-
-
0031750896
-
A numerical model of wave run-up overtopping and regeneration
-
Dodd N. A numerical model of wave run-up overtopping and regeneration. Journal of Waterway, Port, Coastal, and Ocean Engineering 1998, 124(2):73-81.
-
(1998)
Journal of Waterway, Port, Coastal, and Ocean Engineering
, vol.124
, Issue.2
, pp. 73-81
-
-
Dodd, N.1
-
8
-
-
36549040347
-
-
EurOtop T. Pullen, N.W.H. Allsop, T. Bruce, A. Kortenhaus, H. Schüttrumpf (Eds.)
-
EurOtop, Van der Meer J.W. Wave Overtopping of Sea Defences and Related Structures: Assessment Manual 2007, T. Pullen, N.W.H. Allsop, T. Bruce, A. Kortenhaus, H. Schüttrumpf (Eds.).
-
(2007)
Wave Overtopping of Sea Defences and Related Structures: Assessment Manual
-
-
Van der Meer, J.W.1
-
9
-
-
0034332772
-
Numerical simulation of wave overtopping of coastal structures using the nonlinear shallow water equations
-
Hu K., Mingham C.G., Causon D.M. Numerical simulation of wave overtopping of coastal structures using the nonlinear shallow water equations. Coastal Engineering 2000, 41:433-465.
-
(2000)
Coastal Engineering
, vol.41
, pp. 433-465
-
-
Hu, K.1
Mingham, C.G.2
Causon, D.M.3
-
10
-
-
59149099783
-
Numerical investigations of wave overtopping at coastal structures
-
Ingram D.M., Gao F., Causon D.M., Mingham C.G., Troch P. Numerical investigations of wave overtopping at coastal structures. Coastal Engineering 2009, 56:190-202.
-
(2009)
Coastal Engineering
, vol.56
, pp. 190-202
-
-
Ingram, D.M.1
Gao, F.2
Causon, D.M.3
Mingham, C.G.4
Troch, P.5
-
11
-
-
84876115963
-
A well-balanced shock-capturing hybrid finite volume-finite difference numerical scheme for extended 1D Boussinesq models
-
Kazolea M., Delis A.I. A well-balanced shock-capturing hybrid finite volume-finite difference numerical scheme for extended 1D Boussinesq models. Applied Numerical Mathematics 2013, 67:167-186.
-
(2013)
Applied Numerical Mathematics
, vol.67
, pp. 167-186
-
-
Kazolea, M.1
Delis, A.I.2
-
12
-
-
84862656431
-
An unstructured finite volume numerical scheme for extended 2D Boussinesq-type equations
-
Kazolea M., Delis A.I., Nikolos I.K., Synolakis C.E. An unstructured finite volume numerical scheme for extended 2D Boussinesq-type equations. Coastal Engineering 2012, 69:42-66.
-
(2012)
Coastal Engineering
, vol.69
, pp. 42-66
-
-
Kazolea, M.1
Delis, A.I.2
Nikolos, I.K.3
Synolakis, C.E.4
-
13
-
-
77956737077
-
Boussinesq Models and Applications to Nearshore Wave Propagation, Surfzone Processes and Wave-induced Currents
-
Elsevier Science Publisher, V.C. Lakhan (Ed.)
-
Kirby J.T. Boussinesq Models and Applications to Nearshore Wave Propagation, Surfzone Processes and Wave-induced Currents. Advances in Coastal Modeling 2003, vol. 67:1-41. Elsevier Science Publisher. V.C. Lakhan (Ed.).
-
(2003)
Advances in Coastal Modeling
, vol.67
, pp. 1-41
-
-
Kirby, J.T.1
-
14
-
-
0024547445
-
Wave overtopping on coastal structures
-
Kobayashi N., Wurjanto A. Wave overtopping on coastal structures. Journal of Waterway, Port, Coastal, and Ocean Engineering 1989, 115(2):235-251.
-
(1989)
Journal of Waterway, Port, Coastal, and Ocean Engineering
, vol.115
, Issue.2
, pp. 235-251
-
-
Kobayashi, N.1
Wurjanto, A.2
-
15
-
-
77956341280
-
Flood simulation using a well-balanced shallow flow model
-
Liang Q. Flood simulation using a well-balanced shallow flow model. Journal of Hydraulic Engineering 2010, 136(9):669-675.
-
(2010)
Journal of Hydraulic Engineering
, vol.136
, Issue.9
, pp. 669-675
-
-
Liang, Q.1
-
16
-
-
67349101335
-
Numerical resolution of well-balanced shallow water equations with complex source terms
-
Liang Q., Marche F. Numerical resolution of well-balanced shallow water equations with complex source terms. Advances in Water Resources 2009, 32:873-884.
-
(2009)
Advances in Water Resources
, vol.32
, pp. 873-884
-
-
Liang, Q.1
Marche, F.2
-
17
-
-
36348986687
-
Numerical analysis of wave overtopping of rubble mound breakwaters
-
Losada I.J., Lara J.L., Guanche R., Gonzalez-Ondina J.M. Numerical analysis of wave overtopping of rubble mound breakwaters. Coastal Engineering 2008, 55:47-62.
-
(2008)
Coastal Engineering
, vol.55
, pp. 47-62
-
-
Losada, I.J.1
Lara, J.L.2
Guanche, R.3
Gonzalez-Ondina, J.M.4
-
18
-
-
0036647126
-
Modeling wave runup with depth-integrated equations
-
Lynett P.J., Wu T.-R., Liu P.L.-F. Modeling wave runup with depth-integrated equations. Coastal Engineering 2002, 46:89-107.
-
(2002)
Coastal Engineering
, vol.46
, pp. 89-107
-
-
Lynett, P.J.1
Wu, T.-R.2
Liu, P.L.-F.3
-
19
-
-
73149105490
-
An application of Boussinesq modeling to Hurricane wave overtopping and inundation
-
Lynett P.J., Melby J.A., Kim D.-H. An application of Boussinesq modeling to Hurricane wave overtopping and inundation. Ocean Engineering 2010, 37:135-153.
-
(2010)
Ocean Engineering
, vol.37
, pp. 135-153
-
-
Lynett, P.J.1
Melby, J.A.2
Kim, D.-H.3
-
20
-
-
0002037267
-
Review of Boussinesq-type equations for surface gravity waves
-
World Scientific, P.L.F. Liu (Ed.)
-
Madsen P.A., Schäffer H.A. Review of Boussinesq-type equations for surface gravity waves. Advances in Coastal and Ocean Engineering 1999, 5:1-94. World Scientific. P.L.F. Liu (Ed.).
-
(1999)
Advances in Coastal and Ocean Engineering
, vol.5
, pp. 1-94
-
-
Madsen, P.A.1
Schäffer, H.A.2
-
21
-
-
0027007549
-
A new form of the Boussinesq equations with improved linear dispersion characteristics. Part 2: a slowly varying bathymetry
-
Madsen P.A., Sørensen O.R. A new form of the Boussinesq equations with improved linear dispersion characteristics. Part 2: a slowly varying bathymetry. Coastal Engineering 1992, 18:183-204.
-
(1992)
Coastal Engineering
, vol.18
, pp. 183-204
-
-
Madsen, P.A.1
Sørensen, O.R.2
-
22
-
-
0031430444
-
Surf zone dynamics simulated by a Boussinesq type model. Part I. Model description and cross-shore motion of regular waves
-
Madsen P.A., Sørensen O.R., Schäffer H.A. Surf zone dynamics simulated by a Boussinesq type model. Part I. Model description and cross-shore motion of regular waves. Coastal Engineering 1997, 32:255-287.
-
(1997)
Coastal Engineering
, vol.32
, pp. 255-287
-
-
Madsen, P.A.1
Sørensen, O.R.2
Schäffer, H.A.3
-
23
-
-
81455154002
-
From the paddle to the beach - a Boussinesq shallow water numerical wave tank based on Madsen and Sørensen's equations
-
Orszaghova J., Borthwick A.G.L., Taylor P.H. From the paddle to the beach - a Boussinesq shallow water numerical wave tank based on Madsen and Sørensen's equations. Journal of Computational Physics 2012, 231(2):328-344.
-
(2012)
Journal of Computational Physics
, vol.231
, Issue.2
, pp. 328-344
-
-
Orszaghova, J.1
Borthwick, A.G.L.2
Taylor, P.H.3
-
24
-
-
36549039968
-
Numerical study of combined overflow and wave overtopping over a smooth impermeable seawall
-
Reeve D.E., Soliman A., Lin P.Z. Numerical study of combined overflow and wave overtopping over a smooth impermeable seawall. Coastal Engineering 2008, 55:155-166.
-
(2008)
Coastal Engineering
, vol.55
, pp. 155-166
-
-
Reeve, D.E.1
Soliman, A.2
Lin, P.Z.3
-
25
-
-
58149161554
-
Stabilized residual distribution for shallow water simulations
-
Ricchiuto M., Bollermann A. Stabilized residual distribution for shallow water simulations. Journal of Computational Physics 2009, 228:1071-1115.
-
(2009)
Journal of Computational Physics
, vol.228
, pp. 1071-1115
-
-
Ricchiuto, M.1
Bollermann, A.2
-
26
-
-
84864075104
-
Boussinesq-type model for energetic breaking waves in fringing reef environment
-
Roeber V., Cheung K.F. Boussinesq-type model for energetic breaking waves in fringing reef environment. Coastal Engineering 2012, 70:1-20.
-
(2012)
Coastal Engineering
, vol.70
, pp. 1-20
-
-
Roeber, V.1
Cheung, K.F.2
-
27
-
-
76949100376
-
Shock-capturing Boussinesq-type model for nearshore wave processes
-
Roeber V., Cheung K.F., Kobayashi M.H. Shock-capturing Boussinesq-type model for nearshore wave processes. Coastal Engineering 2010, 57:407-423.
-
(2010)
Coastal Engineering
, vol.57
, pp. 407-423
-
-
Roeber, V.1
Cheung, K.F.2
Kobayashi, M.H.3
-
28
-
-
10244279619
-
Laboratory data on wave run-up and overtopping on shore structures
-
U.S. Army, Beach Erosion Board, Document Service Center, Dayton, Ohio
-
Saville T.J. Laboratory data on wave run-up and overtopping on shore structures. Tech. Memo No. 64 1955, U.S. Army, Beach Erosion Board, Document Service Center, Dayton, Ohio.
-
(1955)
Tech. Memo No. 64
-
-
Saville, T.J.1
-
30
-
-
28544432628
-
-
TAW, Technical Advisory Committee on Flood Defence, The Netherlands, (Author: Van der Meer, J.W.)
-
TAW Technical report - wave run-up and wave overtopping at dikes 2002, Technical Advisory Committee on Flood Defence, The Netherlands, (Author: Van der Meer, J.W.).
-
(2002)
Technical report - wave run-up and wave overtopping at dikes
-
-
-
31
-
-
62649110750
-
Hybrid finite volume - finite difference scheme for 2DH improved Boussinesq equations
-
Tonelli M., Petti M. Hybrid finite volume - finite difference scheme for 2DH improved Boussinesq equations. Coastal Engineering 2009, 56:609-622.
-
(2009)
Coastal Engineering
, vol.56
, pp. 609-622
-
-
Tonelli, M.1
Petti, M.2
-
32
-
-
77951128147
-
Finite volume scheme for the solution of 2D extended Boussinesq equations in the surf zone
-
Tonelli M., Petti M. Finite volume scheme for the solution of 2D extended Boussinesq equations in the surf zone. Ocean Engineering 2010, 37:567-582.
-
(2010)
Ocean Engineering
, vol.37
, pp. 567-582
-
-
Tonelli, M.1
Petti, M.2
-
33
-
-
84855829867
-
Shock-capturing Boussinesq model for irregular wave propagation
-
Tonelli M., Petti M. Shock-capturing Boussinesq model for irregular wave propagation. Coastal Engineering 2012, 61:8-19.
-
(2012)
Coastal Engineering
, vol.61
, pp. 8-19
-
-
Tonelli, M.1
Petti, M.2
-
35
-
-
84858691278
-
A numerical model of wave overtopping on seadikes
-
Tuan T.Q., Oumeraci H. A numerical model of wave overtopping on seadikes. Coastal Engineering 2010, 57:757-772.
-
(2010)
Coastal Engineering
, vol.57
, pp. 757-772
-
-
Tuan, T.Q.1
Oumeraci, H.2
-
36
-
-
33750490432
-
Wave overwash at low-crested beach barriers
-
Tuan T.Q., Verhagen H.J., Visser P.J., Stive M.J.F. Wave overwash at low-crested beach barriers. Coastal Engineering Journal, World Scientific and JSCE 2006, 48(4):371-393.
-
(2006)
Coastal Engineering Journal, World Scientific and JSCE
, vol.48
, Issue.4
, pp. 371-393
-
-
Tuan, T.Q.1
Verhagen, H.J.2
Visser, P.J.3
Stive, M.J.F.4
-
39
-
-
79251610082
-
Low-exceedance wave overtopping events: measurements of velocities and the thickness of water-layers on the crest and inner slope of dikes
-
Delft Hydraulics, Delft
-
Van Gent M.R.A. Low-exceedance wave overtopping events: measurements of velocities and the thickness of water-layers on the crest and inner slope of dikes. Delft Cluster Report DC030202/H3803 2002, Delft Hydraulics, Delft.
-
(2002)
Delft Cluster Report DC030202/H3803
-
-
Van Gent, M.R.A.1
-
40
-
-
70349784921
-
Wave disturbance behind low-crested structures: diffraction and overtopping effects
-
Vicinanza D., Càceres I., Buccino M., Gironella X., Calabrese M. Wave disturbance behind low-crested structures: diffraction and overtopping effects. Coastal Engineering 2009, 56:1173-1185.
-
(2009)
Coastal Engineering
, vol.56
, pp. 1173-1185
-
-
Vicinanza, D.1
Càceres, I.2
Buccino, M.3
Gironella, X.4
Calabrese, M.5
-
41
-
-
84859000699
-
Probability distribution of individual wave overtopping volumes for smooth impermeable steep slopes with low crest freeboards
-
Victor L., Van der Meer J.W., Troch P. Probability distribution of individual wave overtopping volumes for smooth impermeable steep slopes with low crest freeboards. Coastal Engineering 2012, 64:87-101.
-
(2012)
Coastal Engineering
, vol.64
, pp. 87-101
-
-
Victor, L.1
Van der Meer, J.W.2
Troch, P.3
-
42
-
-
0029478516
-
Time-dependent numerical code for extended Boussinesq equations
-
Wei G., Kirby J.T. Time-dependent numerical code for extended Boussinesq equations. Journal of Waterway, Port, Coastal, and Ocean Engineering 1995, 121:251-261.
-
(1995)
Journal of Waterway, Port, Coastal, and Ocean Engineering
, vol.121
, pp. 251-261
-
-
Wei, G.1
Kirby, J.T.2
-
43
-
-
0032100289
-
An efficient CDF approach for simulating unsteady hypersonic shock-shock interference flows
-
Yamamoto S., Kano S., Daiguji H. An efficient CDF approach for simulating unsteady hypersonic shock-shock interference flows. Computers & Fluids 1998, 27:571-580.
-
(1998)
Computers & Fluids
, vol.27
, pp. 571-580
-
-
Yamamoto, S.1
Kano, S.2
Daiguji, H.3
-
45
-
-
0025920149
-
The run-up of nonbreaking and breaking solitary waves
-
Zelt J.A. The run-up of nonbreaking and breaking solitary waves. Coastal Engineering 1991, 15:205-246.
-
(1991)
Coastal Engineering
, vol.15
, pp. 205-246
-
-
Zelt, J.A.1
|