STEM WAVES ALONG BREAKWATER

[1] BERGER V, 1976, 25TH P C COAST ENG, V1, P796

[2] Cayley A., 1895, ELEMENTARY TREATISE

[3] ELEVATION AND VELOCITY-MEASUREMENTS OF LABORATORY SHOALING WAVES [J]. JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 1981, 86 (NC5) : 4149 - 4160

[4] A PARABOLIC EQUATION FOR THE COMBINED REFRACTION DIFFRACTION OF STOKES WAVES BY MILDLY VARYING TOPOGRAPHY [J]. JOURNAL OF FLUID MECHANICS, 1983, 136 (NOV) : 453 - 466

[5] OPEN BOUNDARY-CONDITION IN PARABOLIC EQUATION METHOD [J]. JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1986, 112 (03): : 460 - 465

[6] STEM WAVES ALONG A DEPTH DISCONTINUITY [J]. JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 1986, 91 (C3): : 3979 - 3982

[7] LIU PLF, 1985, J FLUID MECH, V153, P184

[8] ON THE MACH REFLECTION OF A SOLITARY WAVE [J]. JOURNAL OF FLUID MECHANICS, 1980, 98 (MAY) : 285 - 297

[9] NIELSEN AH, 1962, IER HEL12 U CAL BERK

[10] Peregrine D.H., 1972, WAVES BEACHES RESULT, P95, DOI [DOI 10.1016/B978-0-12-493250-0.50007-2, 10.1016/B978-0-12-493250-0.50007-2]

[1] BERGER V, 1976, 25TH P C COAST ENG, V1, P796

[2] Cayley A., 1895, ELEMENTARY TREATISE

[3] ELEVATION AND VELOCITY-MEASUREMENTS OF LABORATORY SHOALING WAVES [J]. JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 1981, 86 (NC5) : 4149 - 4160

[4] A PARABOLIC EQUATION FOR THE COMBINED REFRACTION DIFFRACTION OF STOKES WAVES BY MILDLY VARYING TOPOGRAPHY [J]. JOURNAL OF FLUID MECHANICS, 1983, 136 (NOV) : 453 - 466

[5] OPEN BOUNDARY-CONDITION IN PARABOLIC EQUATION METHOD [J]. JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1986, 112 (03): : 460 - 465

[6] STEM WAVES ALONG A DEPTH DISCONTINUITY [J]. JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 1986, 91 (C3): : 3979 - 3982

[7] LIU PLF, 1985, J FLUID MECH, V153, P184

[8] ON THE MACH REFLECTION OF A SOLITARY WAVE [J]. JOURNAL OF FLUID MECHANICS, 1980, 98 (MAY) : 285 - 297

[9] NIELSEN AH, 1962, IER HEL12 U CAL BERK

[10] Peregrine D.H., 1972, WAVES BEACHES RESULT, P95, DOI [DOI 10.1016/B978-0-12-493250-0.50007-2, 10.1016/B978-0-12-493250-0.50007-2]