Improved boundary equations for elliptic water wave modelsSAIED, U. M; TSANIS, I. K.Coastal engineering. 2004, Vol 51, Num 1, pp 17-34, issn 0378-3839, 18 p.Article

Extended solution for waves travelling over a rapidly changing porous bottomSILVA, R; SALLES, P; GOVAERE, G et al.Ocean engineering. 2003, Vol 30, Num 4, pp 437-452, issn 0029-8018, 16 p.Article

On the internal wave generation in Boussinesq and mild-slope equationsSCHÄFFER, H. A; SØRENSEN, O. R.Coastal engineering. 2006, Vol 53, Num 4, pp 319-323, issn 0378-3839, 5 p.Article

A parabolic equation for wave propagation over porous structuresHSU, Tai-Wen; CHANG, Jen-Yi; LAN, Yuan-Jyh et al.Coastal engineering. 2008, Vol 55, Num 12, pp 1148-1158, issn 0378-3839, 11 p.Article

An efficient and flexible computational model for solving the mild slope equationJUN TANG; YONGMING SHEN; YONGHONG ZHENG et al.Coastal engineering. 2004, Vol 51, Num 2, pp 143-154, issn 0378-3839, 12 p.Article

Generation of random waves in time-dependent extended mild-slope equations using a source function methodKIM, Gunwoo; LEE, Changhoon; SUH, Kyung-Duck et al.Ocean engineering. 2006, Vol 33, Num 14-15, pp 2047-2066, issn 0029-8018, 20 p.Article

A theoretical formulation for wave propagations over uneven bottomLIU, Ying-Zhong; SHI, John Z.Ocean engineering. 2008, Vol 35, Num 3-4, pp 426-432, issn 0029-8018, 7 p.Article

Linear wave reflection by trench with various shapesJUNG, Tae-Hwa; SUH, Kyung-Duck; SEUNG OH LEE et al.Ocean engineering. 2008, Vol 35, Num 11-12, pp 1226-1234, issn 0029-8018, 9 p.Article

On the modeling of wave-current interaction using the elliptic mild-slope wave equationWEI CHEN; PANCHANG, Vijay; DEMIRBILEK, Zeki et al.Ocean engineering. 2005, Vol 32, Num 17-18, pp 2135-2164, issn 0029-8018, 30 p.Article

Assessment of open boundary conditions on the elliptic formulation of the mild-slope equationSIMOES BRITO FERREIRA OLIVEIRA, Filipa.Ocean engineering. 2004, Vol 31, Num 11-12, pp 1567-1576, issn 0029-8018, 10 p.Article

A note on the use of a new dispersion formula for wave transformation over Roseau's curved beach profileWILLIAMS, Pete; EHRENMARK, Ulf.Wave motion. 2010, Vol 47, Num 8, pp 641-647, issn 0165-2125, 7 p.Article

Numerical modelling of deformation of multi-directional random waves over a varying topographySIMOES BRITO FERREIRA OLIVEIRA, Filipa.Ocean engineering. 2007, Vol 34, Num 2, pp 337-342, issn 0029-8018, 6 p.Article

A new solution for waves incident to a circular island on an axi-symmetric shoalCHENG, Yo-Ming.Ocean engineering. 2011, Vol 38, Num 17-18, pp 1916-1924, issn 0029-8018, 9 p.Article

An analytic solution to the mild slope equation for waves propagating over an axi-symmetric pitJUNG, Tae-Hwa; SUH, Kyung-Duck.Coastal engineering. 2007, Vol 54, Num 12, pp 865-877, issn 0378-3839, 13 p.Article

Mild-slope solver including non-linear dispersion and bottom frictionBOKARIS, Jack; ANASTASIOU, Kostas.Journal of hydraulic research. 2011, Vol 49, Num 4, pp 547-553, issn 0022-1686, 7 p.Article

An analytical solution of the mild-slope equation for waves around a circular island on a paraboloidal shoalLIU, Huan-Wen; PENGZHI LIN; JOTHI SHANKAR, N et al.Coastal engineering. 2004, Vol 51, Num 5-6, pp 421-437, issn 0378-3839, 17 p.Article

Wave transformation by a dredge excavation pit for waves from shallow water to deep waterBO LIAO; CAO, Dun-Qian; LIU, Huan-Wen et al.Ocean engineering. 2014, Vol 76, pp 136-143, issn 0029-8018, 8 p.Article

Sediment transport near Groynes in the nearshore zoneWALKER, D. J; DONG, P; ANASTASIOU, K et al.Journal of coastal research. 1991, Vol 7, Num 4, pp 1003-1011, issn 0749-0208, 9 p.Article

Analytical study for linear wave transformation by a trapezoidal breakwater or channelXIE, Jian-Jian; LIU, Huan-Wen.Ocean engineering. 2013, Vol 64, pp 49-59, issn 0029-8018, 11 p.Article

Wave reflection from vertical breakwater with porous structureCHEN, Hong-Bin; TSAI, Ching-Piao; CHIU, Juinn-Ray et al.Ocean engineering. 2006, Vol 33, Num 13, pp 1705-1717, issn 0029-8018, 13 p.Article

Exact Solution to the Modified Mild-Slope Equation for Wave Scattering by a Cylinder with an Idealized Scour PitLIU, Huan-Wen; WANG, Qiu-Yue; TANG, Guo-Ji et al.Journal of waterway, port, coastal, and ocean engineering. 2013, Vol 139, Num 5, pp 413-423, issn 0733-950X, 11 p.Article

Hydrodynamics of a headland-bay beach—Nearshore current circulationSILVA, Rodolfo; BAQUERIZO, Asunción; LOSADA, Miguel Angel et al.Coastal engineering. 2010, Vol 57, Num 2, pp 160-175, issn 0378-3839, 16 p.Article

An extended analytic solution for combined refraction and diffraction of long waves over circular shoalsXIPING YU; BINGYIN ZHANG.Ocean engineering. 2003, Vol 30, Num 10, pp 1253-1267, issn 0029-8018, 15 p.Article

Long-Wave Scattering by a Vertical Cylinder with Idealized Scour PitXIAOJING NIU; XIPING YU.Journal of waterway, port, coastal, and ocean engineering. 2011, Vol 137, Num 6, pp 279-285, issn 0733-950X, 7 p.Article

Self-adaptive FEM numerical modeling of the mild-slope equationLIU, Shu-Xue; BING SUN; SUN, Zhong-Bin et al.Applied mathematical modelling. 2008, Vol 32, Num 12, pp 2775-2791, issn 0307-904X, 17 p.Article