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Charts for water hammer in low head pump discharge lines resulting from water column separation and check valve closureRUUS, E; KERNEY, B; EL-FITIANY, F. A et al.Canadian journal of civil engineering (Print). 1984, Vol 11, Num 4, pp 717-742, issn 0315-1468Article

WATERHAMMER IN HYDROENERGETICAL MODEL INSTALLATION = COUP DE BELIER DANS DES MAQUETTES D'INSTALLATIONS HYDROENERGETIQUESBARGLAZAN M.1977; BUL. STI. TEH. INST. POLITEH. "TRAIAN VUIA" TIMISOARA; ROM; DA. 1977; VOL. 22; NO 1; PP. 89-97; ABS. RUM; BIBL. 18 REF.Article

CONDITIONS AUX LIMITES DANS L'ETUDE DU COUP DE BELIERSTERE C.1975; STUD. DE HIDRAUL.; ROMAN.; DA. 1975; VOL. 26; PP. 195-209; ABS. ANGL. FR.; BIBL. 12 REF.Article

LE MECANISME DU COUP DE BELIER.SCHLAG A.1975; REV. CENTRE SCI. TECH. CONSTR.; BELG.; DA. 1975; NO 2; PP. 17-18Article

EFFET DE LA LONGUEUR DU PIPE LINE SUR L'ELEVATION DE PRESSION LORS D'UN CHOC HYDRAULIQUEDZHVARSHEJSHVILI AG; SULABERIDZE DG; MAKHARADZE LI et al.1975; SOOBSHCH. AKAD. NAUK GRUZ. S.S.R.; S.S.S.R.; DA. 1975; VOL. 80; NO 1; PP. 53-56; ABS. GEORGIEN ANGL.; BIBL. 7 REF.Article

STUDY OF PRESSURE SURGE IN DEAD ENDS OF CRYOGENICS PIPESFILIN NV; BULANOV AB; KATSNEL'SON GG et al.1975; KHIM. NEFT. MASH.-STR.; S.S.S.R.; DA. 1975; NO 9; PP. 13-15Article

BREVET 2.238.133 (A1) (7326010). A 16 JUILLET 1973. PROTECTION DE CONDENSEURS DE CENTRALES THERMIQUES CONTRE LES COUPS DE BELIERsdPatent

PRESSURE WEGE IN PIPES CONSTRUCTED IN AN ANISOTROPIC MATERIALDMITRIEV NM.1975; TRANSP. KHRAN. NEFTI NEFTEPROD.; S.S.S.R.; DA. 1975; NO 8; PP. 12-15; BIBL. 4 REF.Article

Influence of viscosity on the water-hammer phenomenonCAZACU, M. D.Revue roumaine des sciences techniques. Série de mécanique appliquée. 1988, Vol 33, Num 6, pp 567-574, issn 0035-4074Article

Les «coups de bélier», comment les éviter? = Waterhammers: how can they be prevented?CENTOL, E.CFP. Chaud froid plomberie. 1987, Vol 41, Num 477, pp 57-61, issn 0750-1552Article

Study on the high pressure generation by means of oil hammerKITAGAWA, A; TAKENAKA, T; ODA, M et al.Bulletin of the JSME. 1984, Vol 27, Num 229, pp 1472-1478, issn 0021-3764Article

COUPS DE BELIER ACCOMPAGNANT LES DECHARGES DANS DES CANAUX DIVERGENTSIGNATENKO FI.1977; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1977; NO 12; PP. 104-107; BIBL. 5 REF.Article

REGENERATIONS D'ELEMENTS FILTRANTS AVEC UTILISATION DES CORPS DE BELIERBAERTUEV EH A.1977; IZVEST. VYSSH. UCHEBN. ZAVED., MASH.-STR.; S.S.S.R.; DA. 1977; NO 11; PP. 67-69; BIBL. 3 REF.Article

AN ANALYSIS OF THE HYDRAULIC RAM.IVERSEN HW.1975; J. FLUIDS ENGNG; U.S.A.; DA. 1975; VOL. 97; NO 2; PP. 191-196; BIBL. 6 REF.Article

Case 16: A piping failure due to water hammer: System upsets can develop high piping loadsSOFRONAS, T.Hydrocarbon processing (International ed.). 2003, Vol 82, Num 8, issn 0018-8190, p. 89Article

Prevention of water hammer and cavitational hammer in pipeline systemsDUDLIK, Andreas; SCHÖNFELD, Sri Budi; SCHLÜTER, Stefan et al.Chemical engineering & technology. 2002, Vol 25, Num 9, pp 888-890, issn 0930-7516, 3 p.Article

Vermeidung von Druckstössen und Kavitationsschlägen in Rohrleitungs-Systemen = Prevention of pressure pulses and cavitation bumping in pipeworkDUDLIK, Andreas; SCHÖNFELD, Sri Budi; MÜLLER, Ralf et al.Chemieingenieurtechnik. 2001, Vol 73, Num 11, pp 1421-1423, issn 0009-286XArticle

Optimum valve operation in waterhammerYAMAMOTO, K.Bulletin of the JSME. 1984, Vol 27, Num 228, pp 1188-1193, issn 0021-3764Article

Second-order accurate explicit finite-difference schemes for waterhammer analysisCHAUDHRY, M. H; HUSSAINI, M. Y.Journal of fluids engineering. 1985, Vol 107, Num 4, pp 523-529, issn 0098-2202Article

Water hammer production and design measures in piping systemsGILLESSEN, R; LANGE, H.International journal of pressure vessels and piping. 1988, Vol 33, Num 3, pp 219-234, issn 0308-0161Article

Water hammer: causes and effects = Coup de bélier: causes et effetsKROON, J. r; STONER, M. A; HUNT, W. A et al.Journal - American Water Works Association. 1984, Vol 76, Num 11, pp 39-45, issn 0003-150XArticle

Pipeflow analysisSTEPHENSON, D.Developments in water science. 1984, Vol 19, issn 0167-5648, IX-204 pSerial Issue

Charts for water hammer in high head pump discharge lines resulting from pump failure and check valve closure = Graphique pour des coups de béliers dans des conduites de refoulement de pompe à grande hauteur de chute résultant de l'arrêt subit de la pompe et de la fermeture du clapet de retenueRUUS, E; KARNEY, B.Canadian journal of civil engineering (Print). 1985, Vol 12, Num 1, pp 137-149, issn 0315-1468Article

SENKRECHTER VERDICHTUNGSSTOSS IN DER ZWEIPHASENSTROEMUNG. = VERTICAL SURGING SHOCKS IN TWO-PHASE FLOW = COUPS DE BELIER VERTICAUX DANS UN ECOULEMENT A 2 PHASESSTIEF M.1978; CHEM. TECH.; DDR; DA. 1978; VOL. 30; NO 2; PP. 89-91; BIBL. 6 REF.Article