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Development of a Characteristic Particle Method for Water Hammer SimulationHWANG, Yao-Hsin.Journal of hydraulic engineering (New York, N.Y.). 2013, Vol 139, Num 11, pp 1175-1192, issn 0733-9429, 18 p.Article

Analysis of an industrial piping installation under buckling propagationZARAS, J.Thin-walled structures. 2008, Vol 46, Num 7-9, pp 855-859, issn 0263-8231, 5 p.Conference Paper

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

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

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

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

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

Maximum pressure head due to linear valve closureCHYR PYNG LIOU.Journal of fluids engineering. 1991, Vol 113, Num 4, pp 643-647, issn 0098-2202Article

Study finds effects on surge and swab pressureLAL, M.Oil & gas journal. 1984, Vol 82, Num 13, pp 137-143, issn 0030-1388Article

Quick stroking: design of time-optimal valve motionsGOLDBERG, D. E; KARR, C. L.Journal of hydraulic engineering (New York, N.Y.). 1987, Vol 113, Num 6, pp 780-795, issn 0733-9429Article

New numerical model and technique for water-hammerSHIMADA, M; OKUSHIMA, S.Journal of hydraulic engineering (New York, N.Y.). 1984, Vol 110, Num 6, pp 736-748, issn 0733-9429Article

Transient Friction in Pressurized Pipes. III: Investigation of the EIT Model Based on Position-Dependent Coefficient Approach in MIAB ModelSTORLI, Pål-Tore; NIELSEN, Torbjorn K.Journal of hydraulic engineering (New York, N.Y.). 2011, Vol 137, Num 9, pp 1047-1053, issn 0733-9429, 7 p.Article

Formulas for compression wave and oscillating flow in circular pipeSATO, Yoshichika; KANKI, Hiroshi.Applied Acoustics. 2008, Vol 69, Num 1, pp 1-11, issn 0003-682X, 11 p.Article

Encapsulation of air vessel design in a neural networkIZQUIERDO, J; LOPEZ, P. A; LOPEZ, G et al.Applied mathematical modelling. 2006, Vol 30, Num 5, pp 395-405, issn 0307-904X, 11 p.Article

Sensitivity analysis using contribution to sample variance plot: Application to a water hammer modelTARANTOLA, S; KOPUSTINSKAS, V; BOLADO-LAVIN, R et al.Reliability engineering & systems safety. 2012, Vol 99, pp 62-73, issn 0951-8320, 12 p.Article

Range of validity of the transient damping leakage detection methodNIXON, W; GHIDAOUI, M. S; KOLYSHKIN, A. A et al.Journal of hydraulic engineering (New York, N.Y.). 2006, Vol 132, Num 9, pp 944-957, issn 0733-9429, 14 p.Article

Detection of Localized Deterioration Distributed along Single Pipelines by Reconstructive MOC AnalysisGONG, Jinzhe; LAMBERT, Martin F; SIMPSON, Angus R et al.Journal of hydraulic engineering (New York, N.Y.). 2014, Vol 140, Num 2, pp 190-198, issn 0733-9429, 9 p.Article

Single-Event Leak Detection in Pipeline Using First Three Resonant ResponsesJINZHE GONG; LAMBERT, Martin F; SIMPSON, Angus R et al.Journal of hydraulic engineering (New York, N.Y.). 2013, Vol 139, Num 6, pp 645-655, issn 0733-9429, 11 p.Article

Investigation of Hydraulic Transients in a Pipeline with Column SeparationADAMKOWSKI, Adam; LEWANDOWSKI, Mariusz.Journal of hydraulic engineering (New York, N.Y.). 2012, Vol 138, Num 11, pp 935-944, issn 0733-9429, 10 p.Article

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