REYNOLDS STRESSES UNDER WIND-WAVES

[1] BATTJES JA, 1983, WWKZG007 REP

[2] Cavaleri L., 1979, Nuovo Cimento C, V2C, P273, DOI 10.1007/BF02574643

[3] Cavaleri L., 1979, Nuovo Cimento C, V2C, P288, DOI 10.1007/BF02574644

[4] CAVALERI L, 1980, OCEANOL ACTA, V3, P339

[5] Cavaleri L., 1978, TURBULENT FLUXES SEA, P257

[6] CAVALERI L, 1973, TR75 I STUD DIN GRAN

[7] CAVALERI L, 1979, ENERG ELETTRICA, V6, P299

[8] CLAYSON CH, 1970, 35 I OC SCI REP

[9] COKELET ED, 1978, P S MECHANICS WAVE I, P287

[10] DAVIES AG, 1983, 159 I OC SCI REP 1, P1

[1] BATTJES JA, 1983, WWKZG007 REP

[2] Cavaleri L., 1979, Nuovo Cimento C, V2C, P273, DOI 10.1007/BF02574643

[3] Cavaleri L., 1979, Nuovo Cimento C, V2C, P288, DOI 10.1007/BF02574644

[4] CAVALERI L, 1980, OCEANOL ACTA, V3, P339

[5] Cavaleri L., 1978, TURBULENT FLUXES SEA, P257

[6] CAVALERI L, 1973, TR75 I STUD DIN GRAN

[7] CAVALERI L, 1979, ENERG ELETTRICA, V6, P299

[8] CLAYSON CH, 1970, 35 I OC SCI REP

[9] COKELET ED, 1978, P S MECHANICS WAVE I, P287

[10] DAVIES AG, 1983, 159 I OC SCI REP 1, P1