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WAVES, SHORES AND SHORE PROTECTION FACILITIES = VAGUES, COTES ET OUVRAGES DE PROTECTIONPYASETSKIY GJ.1980; BULL. ASSOC. INT. PERM. CONGR. NAVIG.; BEL; DA. 1980; VOL. 54; NO 35; PP. 15-19; ABS. FREArticle

TRANSMISJA FAL WYWOLANYCH WIATREM PRZEZ FALOCHRON POROWATY = TRANSMISSION DES VAGUES DUES AU VENT PAR UN BRISE-LAMES POREUXMASSEL S; BUTOWSKI P.1981; ROZPR. HYDROTECH.; ISSN 0035-9394; POL; DA. 1981; NO 43; PP. 155-178; ABS. ENG/RUS; BIBL. 21 REF.Article

WYZNACZAINE PARAMETROW DYNAMICZNYCH FALOCHRONU PRZY OBCIAZENIACH STOCHASTYCZNYCH W PRZYPADKU OSOBLIWYCH MACIERZY GSTOSCI WIDMOWYCH = DETERMINATION DES PARAMETRES DYNAMIQUES DES BRISE LAMES CHARGES ALEATOIREMENT DANS LE CAS DE MATRICES SPECTRALES SINGULIERESNAMYSL R.1980; ARCH. HYDROTECH.; POL; DA. 1980; VOL. 27; NO 1; PP. 65-78; ABS. RUS/ENG; BIBL. 4 REF.Article

BETONBAU IN GROSSBRITANNIEN: THE CONCRETE SOCIETY AWARD 1979 = LA CONSTRUCTION EN BETON EN GRANDE-BRETAGNE: LE PRIX "CONCRETE SOCIETY AWARD" 19791979; BETON; DEU; DA. 1979; VOL. 29; NO 8; PP. 273-275; ABS. FRE/ENGArticle

WAVE DAMPENING DUE TO RUBBLEMOUND BREAKWATERSISAACSON M DE ST O.1978; PROC. AMER. SOC. CIV. ENGRS, J. WATERWAY PORT COAST. OCEAN DIV.; USA; DA. 1978; VOL. 104; NO 4; PP. 391-405; BIBL. 14 REF.Article

AIR-WATER FLOW IN COARSE GRANULAR MEDIA.HANNOURA AA; MCCORQUODALE JA.1978; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; USA; DA. 1978; VOL. 104; NO 7; PP. 1001-1009; BIBL. 15 REF.Article

WAVE SCATTERING BY A RIGID THIN BARRIER = DISPERSION DES VAGUES PAR UNE BARRIERE MINCE RIGIDELIU PLF; MADJID ABBASPOUR.1982; PROC. AM. SOC. CIV. ENG., J. WATERW. PORT COAST. OCEAN DIV.; ISSN 508039; USA; DA. 1982; VOL. 108; NO 4; PP. 479-491; BIBL. 13 REF.Article

WATER WAVES DIFFRACTED BY TWO BREAKWATERSMEMOS CD.1980; J. HYDRAUL. RES.; ISSN 0022-1686; NLD; DA. 1980; VOL. 18; NO 4; PP. 343-357; ABS. FRE; BIBL. 16 REF.Article

A SIMPLE MATHEMATICAL MODEL OF A FLOATING BREAKWATER = UN SIMPLE MODELE MATHEMATIQUE DE BRISE-LAMES FLOTTANTSTIASSNIE M.1980; APPL. OCEAN RES.; GBR; DA. 1980; VOL. 2; NO 3; PP. 107-111; BIBL. 6 REF.Article

DESIGN CRITERIA FOR FLOATING TIRE BREAKWATERSHARMS VW.1979; PROC. AMER. SOC. CIV. ENGRS, J. WATERWAY PORT COAST. OCEAN DIV.; USA; DA. 1979; VOL. 105; NO 2; PP. 149-170; BIBL. 13 REF.Article

RUNUP OF IRREGULAR WAVES ON PLANE SMOOTH SLOPE.KAMPHUIS JW; NAZIR MOHAMED.1978; PROC. AMER. SOC. CIV. ENGRS, J. WATERWAY PORT COAST. OCEAN DIV.; USA; DA. 1978; VOL. 104; NO 2; PP. 135-146; BIBL. 15 REF.Article

Wave reflection by submerged vertical and semicircular breakwatersYOUNG, D. Morgan; TESTIK, Firat Y.Ocean engineering. 2011, Vol 38, Num 10, pp 1269-1276, issn 0029-8018, 8 p.Article

Numerical modeling of dynamic responses and mooring forces of submerged floating breakwaterATAUR RAHMAN, Md; MIZUTANI, Norimi; KAWASAKI, Koji et al.Coastal engineering. 2006, Vol 53, Num 10, pp 799-815, issn 0378-3839, 17 p.Article

CONTROLS OF SIZE AND SHAPE OF NATURAL ARMOURSTONE = CONTROLES DES DIMENSIONS ET DE LA FORME DES PIERRES NATURELLES D'ARMATUREOIBB TE; HUGHES DW; POOLE AB et al.1983; QUARTERLY JOURNAL OF ENGINEERING GEOLOGY; ISSN 0481-2085; GBR; DA. 1983; VOL. 16; NO 1; PP. 31-42; BIBL. 16 REF.Article

A NEW INSTRUMENT TO MEASURE THREE VELOCITY COMPONENTS OF WATER PARTICLES IN BREAKING WAVESNAKAGAWA T.1983; JOURNAL OF PHYSICS E: SCIENTIFIC INSTRUMENTS; ISSN 0022-3735; GBR; DA. 1983; VOL. 16; NO 2; PP. 162-165; BIBL. 9 REF.Article

MOUND BREAKWATERS UNDER OBLIQUE WAVE ATTACK; A WORKING HYPOTHETIS = BRISE-LAMES EN REMBLAI SOUS L'ATTAQUE DE VAGUES OBLIQUES; UNE HYPOTHESE DE TRAVAILLOSADA MA; GIMENEZ CURTO LA.1982; COAST. ENG.; ISSN 0378-3839; NLD; DA. 1982; VOL. 6; NO 1; PP. 83-92; BIBL. 17 REF.Article

AN APPROXIMATION TO THE FAILURE PROBABILITY OF MARITIME STRUCTURES UNDER A SEA STATE = UNE APPROXIMATION A LA PROBABILITE DE RUPTURE DE STRUCTURES MARITIMES SOUS L'ACTION DE LA MERLOSADA MA; GIMENEZ CURTO LA.1981; COAST. ENG.; ISSN 0378-3839; NLD; DA. 1981; VOL. 5; NO 2-3; PP. 147-157; BIBL. 10 REF.Conference Paper

THE EFFECT OF WAVE GROUPING ON ON-SHORE STRUCTURESBURCHARTH HF.1979; COAST. ENGNG; NLD; DA. 1979; VOL. 2; NO 3; PP. 189-199; BIBL. 6 REF.Article

SICHERUNG STARK BEANSPRUCHTER KUESTENSTRECKEN DURCH WELLENBRECHER = LA PROTECTION PAR BRISE LAMES DES COTES TRES ATTAQUEESWAGNER H; BUERGER W.1979; WASSERWIRTSCH. WASSERTECH.; DDR; DA. 1979; VOL. 29; NO 5; PP. 172-175; BIBL. 5 REF.Article

DOLOSSE FOR COASTAL WORKS = DOLOSSE POUR OUVRAGES COTIERSZWAMBORN JA.1976; C.S.I.R. RES. REP.; ZAF; DA. 1976 PUBL. 1979; NO 347; 16 P.; H.T. 29; BIBL. 12 REF.Serial Issue

Influence of armour porosity on the hydraulic stability of cube armour layersMEDINA, Josep R; MOLINES, Jorge; GOMEZ-MARTIN, M. Esther et al.Ocean engineering. 2014, Vol 88, pp 289-297, issn 0029-8018, 9 p.Article

DOLOS BREAKWATER DESIGN IMPROVEMENTS = AMELIORATION DE LA CONCEPTION DES BRISES LAMES EN DOLOSTIANZHONG FANG.1982; PROC. AM. SOC. CIV. ENG., J. WATERW. PORT COAST. OCEAN DIV.; ISSN 508039; USA; DA. 1982; VOL. 108; NO 4; PP. 554-568; BIBL. 19 REF.Article

FLOW CHARACTERISTICS ON ROUGH, PERMEABLE SLOPES UNDER WAVE ACTION = CARACTERISTIQUES D'ECOULEMENT DE PENTES PERMEABLES RUGEUSES SOUS L'ACTION DES VAGUESLOSADA MA; GIMENEZ CURTO LA.1981; COAST. ENG.; ISSN 0378-3839; NLD; DA. 1981; VOL. 4; NO 3; PP. 187-206; BIBL. 2 P.Article

JORF LASFAR, NOUVEAU PORT MINERALIER MAROCAIN: 4,35 KM DE DIGUES PROTEGEES PAR DES TETRAPODESPOITEVIN P.1981; PUBL. CENT. NATL. EXPLOIT. OCEANS, SER. ACTES COLLOQUES; ISSN 0335-8259; FRA; DA. 1981; NO 11; 15 P.; ABS. ENGConference Paper

CENTURY SAGA OF PLYMOUTH WAVEBREAKERS = LES CENTS ANS D'HISTOIRE DES BRISES-LAMES DE PLYMOUTHBARFOOT J.1980; CONCRETE; GBR; DA. 1980; VOL. 14; NO 6; PP. 20-23Article

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