| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A comparison of the main methods for estimating probabilities of extreme still water levels
|
Haigh, Ivan D.
|
|
2010
|
|
9 |
p. 838-849
12 p.
|
artikel
|
| 2 |
A finite-element, multi-scale model of the Scheldt tributaries, river, estuary and ROFI
|
de Brye, Benjamin
|
|
2010
|
|
9 |
p. 850-863
14 p.
|
artikel
|
| 3 |
A fuzzy–neural hybrid system of simulating typhoon waves
|
Chang, Hsien-Kuo
|
|
2006
|
|
9 |
p. 737-748
12 p.
|
artikel
|
| 4 |
A higher-order non-hydrostatic σ model for simulating non-linear refraction–diffraction of water waves
|
Young, Chih-Chieh
|
|
2009
|
|
9 |
p. 919-930
12 p.
|
artikel
|
| 5 |
A hybrid efficient method to downscale wave climate to coastal areas
|
Camus, Paula
|
|
2011
|
|
9 |
p. 851-862
12 p.
|
artikel
|
| 6 |
Analysis of wave transmission behind low-crested breakwaters using neural networks
|
Panizzo, Andrea
|
|
2007
|
|
9 |
p. 643-656
14 p.
|
artikel
|
| 7 |
A new formula for the total longshore sediment transport rate
|
Bayram, Atilla
|
|
2007
|
|
9 |
p. 700-710
11 p.
|
artikel
|
| 8 |
A new predictive formula for inception of regular wave breaking
|
Liu, Yu
|
|
2011
|
|
9 |
p. 877-889
13 p.
|
artikel
|
| 9 |
A note on wave energy dissipation over steep beaches
|
Janssen, T.T.
|
|
2007
|
|
9 |
p. 711-716
6 p.
|
artikel
|
| 10 |
A numerical model of beach morphological evolution due to waves and currents in the vicinity of coastal structures
|
Nam, Pham Thanh
|
|
2011
|
|
9 |
p. 863-876
14 p.
|
artikel
|
| 11 |
Beach nourishments at Coolangatta Bay over the period 1987–2005: Impacts and lessons
|
Castelle, Bruno
|
|
2009
|
|
9 |
p. 940-950
11 p.
|
artikel
|
| 12 |
Breaking solitary wave evolution over a porous underwater step
|
Lara, Javier L.
|
|
2011
|
|
9 |
p. 837-850
14 p.
|
artikel
|
| 13 |
Characteristic friction coefficient and scale effects in oscillatory porous flow
|
Pérez-Romero, Dulce María
|
|
2009
|
|
9 |
p. 931-939
9 p.
|
artikel
|
| 14 |
Characterizing impulsive wave-in-deck loads on coastal bridges by probabilistic models of impact maxima and rise times
|
Serinaldi, Francesco
|
|
2011
|
|
9 |
p. 908-926
19 p.
|
artikel
|
| 15 |
Cover stones on liquefiable soil bed under waves
|
Mutlu Sumer, B.
|
|
2010
|
|
9 |
p. 864-873
10 p.
|
artikel
|
| 16 |
Decadal-scale morphologic variability of managed coastal dunes
|
Bochev-van der Burgh, L.M.
|
|
2011
|
|
9 |
p. 927-936
10 p.
|
artikel
|
| 17 |
Development and validation of a finite element morphological model for shallow water basins
|
Ferrarin, Christian
|
|
2008
|
|
9 |
p. 716-731
16 p.
|
artikel
|
| 18 |
3D hydrodynamic characterisation of a meso-tidal harbour: The case of Bilbao (northern Spain)
|
Grifoll, Manel
|
|
2009
|
|
9 |
p. 907-918
12 p.
|
artikel
|
| 19 |
Discussion of “Analytic solution of long wave propagation over a submerged hump” by Niu and Yu (2011)
|
Liu, Huan-Wen
|
|
2011
|
|
9 |
p. 948-952
5 p.
|
artikel
|
| 20 |
Effect of bed roughness on turbulent boundary layer and net sediment transport under asymmetric waves
|
Suntoyo,
|
|
2009
|
|
9 |
p. 960-969
10 p.
|
artikel
|
| 21 |
Erosion and deposition of mud beneath random waves
|
Myrhaug, Dag
|
|
2006
|
|
9 |
p. 793-797
5 p.
|
artikel
|
| 22 |
Experimental investigation of impact generated tsunami; related to a potential rock slide, Western Norway
|
Sælevik, G.
|
|
2009
|
|
9 |
p. 897-906
10 p.
|
artikel
|
| 23 |
Experimental study of wave–wave nonlinear interactions using the wavelet-based bicoherence
|
Dong, Guohai
|
|
2008
|
|
9 |
p. 741-752
12 p.
|
artikel
|
| 24 |
Extended equilibrium beach profiles
|
Romańczyk, Wojciech
|
|
2005
|
|
9 |
p. 727-744
18 p.
|
artikel
|
| 25 |
Geometry and migration characteristics of bedforms under waves and currents
|
Cataño-Lopera, Yovanni A.
|
|
2006
|
|
9 |
p. 781-792
12 p.
|
artikel
|
| 26 |
Geometry and migration characteristics of bedforms under waves and currents. Part 1: Sandwave morphodynamics
|
Cataño-Lopera, Yovanni A.
|
|
2006
|
|
9 |
p. 767-780
14 p.
|
artikel
|
| 27 |
How storm size matters for surge height
|
Nielsen, Peter
|
|
2009
|
|
9 |
p. 1002-1004
3 p.
|
artikel
|
| 28 |
Influence of discrete step size on wind setup component of storm surge
|
Walton Jr., Todd L.
|
|
2009
|
|
9 |
p. 1005-1008
4 p.
|
artikel
|
| 29 |
In-situ estimates of net sediment flux per swash: Reply to discussion by TE Baldock of “Measurement of wave-by-wave bed-levels in the swash zone”
|
Turner, Ian L.
|
|
2009
|
|
9 |
p. 1009-1012
4 p.
|
artikel
|
| 30 |
Internal inlet for wave generation and absorption treatment
|
Hafsia, Zouhaier
|
|
2009
|
|
9 |
p. 951-959
9 p.
|
artikel
|
| 31 |
Maximum run-up, breaking conditions and dynamical forces in the swash zone: a boundary value approach
|
Matteo, Antuono
|
|
2008
|
|
9 |
p. 732-740
9 p.
|
artikel
|
| 32 |
Measured and modeled wave overtopping on a natural beach
|
Laudier, Natalie A.
|
|
2011
|
|
9 |
p. 815-825
11 p.
|
artikel
|
| 33 |
Measurement and modeling of bed shear stress under solitary waves
|
Seelam, Jaya Kumar
|
|
2011
|
|
9 |
p. 937-947
11 p.
|
artikel
|
| 34 |
Megacusps on rip channel bathymetry: Observations and modeling
|
Orzech, Mark D.
|
|
2011
|
|
9 |
p. 890-907
18 p.
|
artikel
|
| 35 |
Modelling the effect of wave overtopping on nearshore hydrodynamics and morphodynamics around shore-parallel breakwaters
|
Du, Yanliang
|
|
2010
|
|
9 |
p. 812-826
15 p.
|
artikel
|
| 36 |
Modelling the morphodynamic impact of offshore sandpit geometries
|
Roos, Pieter C.
|
|
2008
|
|
9 |
p. 704-715
12 p.
|
artikel
|
| 37 |
Morphodynamic modeling of tidal channel evolution in comparison to empirical PA relationship
|
der Wegen, M. van
|
|
2010
|
|
9 |
p. 827-837
11 p.
|
artikel
|
| 38 |
Multi-resolution analysis of nearshore hydrodynamics using discrete wavelet transforms
|
Różyński, Grzegorz
|
|
2005
|
|
9 |
p. 771-792
22 p.
|
artikel
|
| 39 |
Note on sediment sorting in a sandy bed under standing water waves
|
Landry, Blake J.
|
|
2007
|
|
9 |
p. 694-699
6 p.
|
artikel
|
| 40 |
Numerical simulation of waves generated by landslides using a multiple-fluid Navier–Stokes model
|
Abadie, Stéphane
|
|
2010
|
|
9 |
p. 779-794
16 p.
|
artikel
|
| 41 |
On modelling of long waves in the Lagrangian and Eulerian description
|
Kapinski, Jaroslaw
|
|
2006
|
|
9 |
p. 759-765
7 p.
|
artikel
|
| 42 |
On the transport of suspended sediment by a swash event on a plane beach, by D. Pritchard and A.J. Hogg
|
Baldock, T.E.
|
|
2005
|
|
9 |
p. 811-814
4 p.
|
artikel
|
| 43 |
Partially standing wave measurement in the presence of steady current by use of coincident velocity and/or pressure data
|
Drevard, Déborah
|
|
2009
|
|
9 |
p. 992-1001
10 p.
|
artikel
|
| 44 |
Profiles of fully developed (Airy) waves in different water depths
|
Le Roux, J.P.
|
|
2008
|
|
9 |
p. 701-703
3 p.
|
artikel
|
| 45 |
Reply to discussion of “Reflected and transmitted wave in a channel with side porous mattresses Wojciech Sulisz 55 (2008) 391–399” [Coastal Engineering 55 (2008) 1250–1251]
|
Sulisz, Wojciech
|
|
2010
|
|
9 |
p. 878-
1 p.
|
artikel
|
| 46 |
Reply to “Generation and propagation of transient nonlinear waves in a wave flume Wojciech Sulisz and Maciej Paprota 55:4 (2008) 277–287” [Coastal Engineering 56 (2009) 895–896]
|
Sulisz, Wojciech
|
|
2010
|
|
9 |
p. 876-877
2 p.
|
artikel
|
| 47 |
Response to reply to discussion of “Generation and propagation of transient nonlinear waves in a wave flume” Wojciech Sulisz and Maciej Paprota 55 (2008) 277–287
|
Hudspeth, Robert T.
|
|
2010
|
|
9 |
p. 874-875
2 p.
|
artikel
|
| 48 |
Sediment transport under a swash event: the effect of boundary conditions
|
Pritchard, David
|
|
2009
|
|
9 |
p. 970-981
12 p.
|
artikel
|
| 49 |
Sheet flow sediment transport under waves with acceleration skewness and boundary layer streaming
|
Nielsen, Peter
|
|
2006
|
|
9 |
p. 749-758
10 p.
|
artikel
|
| 50 |
Simplified two-dimensional numerical modelling of coastal flooding and example applications
|
Bates, Paul D.
|
|
2005
|
|
9 |
p. 793-810
18 p.
|
artikel
|
| 51 |
Simulation of wave overtopping by an incompressible SPH model
|
Shao, Songdong
|
|
2006
|
|
9 |
p. 723-735
13 p.
|
artikel
|
| 52 |
Stability of an immersed tunnel in offshore conditions under deep water wave impact
|
Kasper, T.
|
|
2008
|
|
9 |
p. 753-760
8 p.
|
artikel
|
| 53 |
Surface tension effects on energy dissipation by small scale, experimental breaking waves
|
Stagonas, Dimitris
|
|
2011
|
|
9 |
p. 826-836
11 p.
|
artikel
|
| 54 |
Transient response of harbours to long waves under resonance conditions
|
Bellotti, Giorgio
|
|
2007
|
|
9 |
p. 680-693
14 p.
|
artikel
|
| 55 |
Transport processes of uniform and mixed sands in oscillatory sheet flow
|
Hassan, Wael N.
|
|
2005
|
|
9 |
p. 745-770
26 p.
|
artikel
|
| 56 |
Wave dispersion study for tsunami propagation in the Sea of Marmara
|
Kilinc, İ.
|
|
2009
|
|
9 |
p. 982-991
10 p.
|
artikel
|
| 57 |
Wave height parameter for damage description of rubble-mound breakwaters
|
Vidal, C.
|
|
2006
|
|
9 |
p. 711-722
12 p.
|
artikel
|
| 58 |
Wave-in-deck loads on exposed jetties
|
Cuomo, Giovanni
|
|
2007
|
|
9 |
p. 657-679
23 p.
|
artikel
|
| 59 |
Wavelet-based vortical structure detection and length scale estimate for laboratory spilling waves
|
Huang, Zhi-Cheng
|
|
2010
|
|
9 |
p. 795-811
17 p.
|
artikel
|
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