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       5.1 Bibliography: Authors A-E


 

REFERENCES

Abbott MB and Basco DR (1989), Computational Fluid Dynamics. An Introduction for Engineers, Longman.

Adachi, T., Ujihashi, S. & Matsumoto, H. 1991 Impulsive responses of a circular cylindrical shell subjected to waterhammer waves. ASME Journal of Pressure Vessel Technology 113, 517-523.

 

 

Allievi, L. 1902 Teoria generale del moto perturbato dell'acqua nei tubi in pressione. (General theory of the variable motion of water in pressure conduits.) Annali della Società degli Ingegneri ed Architetti Italiani, Milan, Italy (in Italian). (French translation by Allievi himself, in Revue de Mécanique, Paris, 1904; German translation by R. Dubs and V. Bataillard, 1909, Berlin: Springer)

Allievi, L. 1913 Teoria del colpo d'ariete. (Theory of water-hammer.) Atti del Collegio degli Ingegneri ed Architetti Italiani, Milan, Italy (in Italian). (French translation by D. Gaden, 1921, Paris: Dunod; English translation by E.E. Halmos, 1925, Rome: Riccardo Garroni)

Almeida, A.B. de & Pinto, A.A.M. 1986 A special case of transient forces on pipeline supports due to waterhammer effects. In Proceedings of the 5th International Conference on Pressure Surges, BHRA, Hanover, Germany, September 1986, pp. 27-34.

Almeida, A.B. de & Koelle, E. 1992 Fluid transients in pipe networks. Southampton, UK, Boston, USA: Computational Mechanics Publications; London, New York: Elsevier Applied Science.

Altstadt E, Mössner T, and Weiss R (2000), The cold water hammer test facility (CWHTF), Forschungszentrum Rossendorf e.V., Institute for Safety Research, Annual Report 2000, Dresden, Germany.

A-Moneim MT and Chang YW (1979), Comparison of ICEPEL predictions with single-elbow flexible piping system experiment, ASME Journal of Pressure Vessel Technology 101 142-148.

A-Moneim, M.T. & Chang, Y.W. 1978 Comparison of ICEPEL code predictions with straight flexible pipe experiments. Nuclear Engineering and Design 49, 187-196.

Anderson, A. 1976 Menabrea's note on waterhammer: 1858. ASCE Journal of the Hydraulics Division 102, 29-39.

Axisa, F. & Gibert, R.J. 1982 Non-linear analysis of fluid-structure coupled transients in piping systems using finite elements. ASME - PVP, Vol. 63, Flow-induced vibration of circular cylindrical structures, pp. 151-165.

Bach, P. & Spangenberg, S. 1990 A numerical method for simulation of liquid and gas flow in pipeline networks. 3R international 29, 185-190.

Bahrar B, Rieutord E, Morel R, and Zeggwagh G (1998a), Modeling of the waterhammer phenomenon with respect to real pipe behavior, La Houille Blanche - Revue Internationale de l'Eau 53 18-25 (in French).

Bahrar B, Rieutord E, and Morel R (1998b), Influence de la viscoélasticité de la paroi sur les phénomènes classiques de coup de bélier, La Houille Blanche - Revue Internationale de l'Eau 53 26-32 (in French).

Bantlin, A. 1910 Formänderung und Beanspruchung federnder Ausgleichröhren. (Deformation and loading of elastic expansion pipes.) Zeitschrift des Vereines deutscher Ingenieure 54, 43-49 (in German).

Barez, F., Goldsmith, W. & Sackman, J.L. 1979 Longitudinal waves in liquid-filled tubes - I. Theory, II. Experiments. International Journal of Mechanical Sciences 21, 213-221, 223-236.

Bathe, K.J. & Almeida, C.A. 1980 A simple and effective pipe elbow element - linear analysis. ASME Journal of Applied Mechanics 47, 93-100.

Bathe, K.J. & Almeida, C.A. 1982a A simple and effective pipe elbow element - interaction effects. ASME Journal of Applied Mechanics 49, 165-171.

Bathe, K.J. & Almeida, C.A. 1982b A simple and effective pipe elbow element - pressure stiffening effects. ASME Journal of Applied Mechanics 49, 914-916.

Belytschko, T., Karabin, M. & Lin, J.I. 1986 Fluid-structure interaction in waterhammer response of flexible piping. ASME Journal of Pressure Vessel Technology, 108, 249-255.

Bergant A and Tijsseling AS (2001), Parameters affecting water hammer wave attenuation, shape and timing, Proceedings of the 10th International Meeting of the IAHR Work Group on the Behaviour of Hydraulic Machinery under Steady Oscillatory Conditions, Trondheim, Norway, Paper C2.

Bergeron, L. 1935 Étude des variations de régime dans les conduites d'eau. Solution graphique générale. (Study on the steady-state variations in water-filled conduits. General graphical solution.) Revue générale de l'Hydraulique 1, 12-25 (in French).

Bergeron, L. 1950 Du coup de bélier en hydraulique - Au coup de foudre en électricité. (Waterhammer in hydraulics and wave surges in electricity.) Paris: Dunod (in French). (English translation by ASME committee, New York: John Wiley & Sons, 1961)

Bettinali F, Molinaro P, Ciccotelli M, and Micelotta A (1991), "Transient analysis in piping networks including fluid-structure interaction and cavitation effects," Transactions SMiRT 11, Tokyo, Paper K35/5, 565-570.

Bietenbeck, F., Petruschke, W. & Wünnenberg, H. 1985 Piping response due to blowdown - Significant parameters for a comparison of experimental and analytical results. In Transactions of SMiRT8, Brussels, Belgium, August 1985, Division F1 3/7, pp. 103-108.

Blade RJ, Lewis W, and Goodykoontz JH (1962), Study of a sinusoidally perturbed flow in a line including a 90° elbow with flexible supports, Washington: National Aeronautics and Space Administration, Technical Note D-1216.

Boulanger, A. 1913 Étude sur la propagation des ondes liquides dans les tuyaux élastiques. (Study on the propagation of liquid waves in elastic tubes.) Travaux et Mémoires de l'Université de Lille, Nouvelle Serie, II. Médecine-Sciences, Vol. 8, Lille: Tallandier, Paris: Gauthier-Villars (in French).

Bozkus, Z. & Wiggert, D.C. 1991 Slug motion and impact in a voided line. ASME - PVP, Vol. 224, ASME - FED, Vol. 126, Fluid transients and fluid-structure interaction, pp. 25-27.

Bozkus, Z. & Wiggert, D.C. 1992 Hydromechanics of slug motion in a voided line. In Proceedings of the International Conference on Unsteady Flow and Fluid Transients, HR Wallingford, IAHR, Durham, UK, September-October 1992, pp. 77-86.

Brown FT and Tentarelli SC (1988), Analysis of noise and vibration in complex tubing systems with fluid-wall interactions, Proceedings of the 43rd National Conference on Fluid Power, Chicago, USA, 139-149.

Brown FT and Tentarelli SC (2001), Dynamic behavior of complex fluid-filled tubing systems—Part 1: Tubing analysis, Journal of Dynamic Systems, Measurement, and Control 123 71-77.

Budny DD (1988), "The influence of structural damping on the internal fluid pressure during a fluid transient pipe flow," Ph.D. Thesis, Michigan State University, Department of Civil and Environmental Engineering, East Lansing, USA.

Budny DD, Hatfield FJ, and Wiggert DC (1990), "An experimental study on the influence of structural damping on internal fluid pressure during a transient flow," Journal of Pressure Vessel Technology 112 284-290.

Budny, D.D., Wiggert, D.C. & Hatfield, F.J. 1989 Energy dissipation in the axially-coupled model for transient flow. In Proceedings of the 6th International Conference on Pressure Surges, BHRA, Cambridge, UK, October 1989, pp. 15-26.

Budny DD, Wiggert DC, and Hatfield FJ (1991), "The influence of structural damping on internal pressure during a transient flow," Journal of Fluids Engineering 113 424-429.

Brown FT and Tentarelli SC (1988), "Analysis of noise and vibration in complex tubing systems with fluid-wall interactions," Proceedings of the 43rd National Conference on Fluid Power, Chicago, USA, 139-149.

Brown FT and Tentarelli SC (2001), "Dynamic behavior of complex fluid-filled tubing systems—Part 1: Tubing analysis," Journal of Dynamic Systems, Measurement, and Control 123 71-77.

Bühl, G. 1987 Zur rechnerischen Simulation des Turbinenschnellschlusses in konventionellen Kraftwerken. (The computer simulation of turbine trip events in conventional power plants.) 3R international 26, 438-445 (in German).

Bürmann, W. 1974a Druckstöße in koaxialen Rohrsystemen. (Water hammer in coaxial pipe systems.) Ph.D. Thesis, Universität Karlsruhe, Karlsruhe, Germany: O. Berenz (in German).

Bürmann, W. 1974b Druckstöße in koaxialen Rohrsystemen. (Water hammer in coaxial pipe systems.) 3R international 13, 155-163 (in German).

Bürmann, W. 1975 Water hammer in coaxial pipe systems. ASCE Journal of the Hydraulics Division 101, 699-715. (Errata in 101, 1554)

Bürmann, W., Janson, H. & Thielen, H. 1979a Eine Druckstoßtheorie für nicht axialsymmetrisch verformte Rohre. (Water hammer theory for non-axisymmetrically deformed pipes.) Universität Karlsruhe, Institut für Hydromechanik, Bericht Nr. 614, May 1979, Karlsruhe, Germany (in German).

Bürmann, W., Janson, H. & Thielen, H. 1979b Rohrleitungsbewegung durch Druckstöße. (Motion of pipelines due to water hammer.) Universität Karlsruhe, Institut für Hydromechanik, Bericht Nr. 617, Karlsruhe, Germany (in German).

Bürmann, W. 1979 Druckstoßmessungen an koaxialen Rohren. (Water hammer measurements on coaxial pipes.) 3R international 18, 624-628 (in German).

Bürmann, W. 1980a Längsbewegung frei verlegter Rohrleitungen durch Druckstöße. (Longitudinal motion of pipelines laid in the open due to water hammer.) 3R international 19, 84-91 (in German).

Bürmann, W. 1980b Längsbewegung koaxialer Rohre durch Druckstöße. (Longitudinal motion of coaxial pipes due to water hammer.) 3R international 19, 398-404 (in German).

Bürmann, W., Janson, H. & Thielen, H. 1980 Rohrleitungsbewegung durch Druckstöße. (Pipeline motion due to water hammer.) Universität Karlsruhe, Institut für Hydromechanik, Bericht Nr. 618, December 1980, Karlsruhe, Germany (in German).

Bürmann, W., Janson, H. & Thielen, H. 1983 Eine Druckstoßtheorie für nicht axialsymmetrisch verformte Rohre. Bericht über die Messungen. (Water hammer theory for non-axisymmetrically deformed pipes. Report on measurements.) Universität Karlsruhe, Institut für Hydromechanik, Bericht Nr. 616, August 1983, Karlsruhe, Germany (in German).

Bürmann, W. 1983 Beanspruchung der Rohrwandung infolge von Druckstößen. (Strain on pipe walls resulting from water hammer.) 3R international 22, 426-431 (in German).

Bürmann, W., Feser, G., Janson, H. & Thielen, H. 1985 Mathematische Simulation der Dynamik frei verlegter Rohrleitungen bei instationärer Durchströmung. Bericht über die Messungen und rechnerische Simulation der Messungen an der Neckarbrücke. (Mathematical simulation of the dynamics of pipelines laid in the open in case of unsteady flows. Report on the measurements and numerical simulation of the measurements on the Neckar bridge.) Universität Karlsruhe, Institut für Hydromechanik, Bericht Nr. 623, July 1985, Karlsruhe, Germany (in German).

Bürmann, W., Feser, G., Janson, H. & Thielen, H. 1986a Mathematische Simulation der Dynamik frei verlegter Rohrleitungen bei instationärer Durchströmung. Bericht über die Messungen und rechnerische Simulation der Messungen an der Umschlaganlage Jade. (Mathematical simulation of the dynamics of pipelines laid in the open in case of unsteady flows. Report on the measurements and numerical simulation of the measurements on the Jade transhipment station.) Universität Karlsruhe, Institut für Hydromechanik, Bericht Nr. 622, January 1986, Karlsruhe, Germany (in German).

Bürmann, W., Feser, G., Janson, H. & Thielen, H. 1986b Mathematische Simulation der Dynamik frei verlegter Rohrleitungen bei instationärer Durchströmung. Bericht über die zweiten Messungen und rechnerische Simulation der zweiten Messungen an der Neckarbrücke. (Mathematical simulation of the dynamics of pipelines laid in the open in case of unsteady flows. Report on the second measurements and numerical simulation of the second measurements on the Neckar bridge.) Universität Karlsruhe, Institut für Hydromechanik, Bericht Nr. 640, July 1986, Karlsruhe, Germany (in German).

Bürmann, W., Feser, G., Janson, H. & Thielen, H. 1987a Druck- und Beschleunigungsmessungen an der Rohrbrücke einer Fernwasserleitung zur Untersuchung der Rohrleitungsdynamik bei instationärer Durchströmung. (Pressure and acceleration measurements on the pipe bridge of a long-distance water main to study the piping dynamics in case of unsteady flow.) 3R international 26, 638-646 (in German).

Bürmann, W., Feser, G., Janson, H. & Thielen, H. 1987b Mathematische Simulation der Dynamik frei verlegter Rohrleitungen bei instationärer Durchströmung. Bericht über die zweiten Messungen und rechnerische Simulation der zweiten Messungen an der Umschlaganlage Jade. (Mathematical simulation of the dynamics of pipelines laid in the open in case of unsteady flows. Report on the second measurements and numerical simulation of the second measurements on the Jade transhipment station.) Universität Karlsruhe, Institut für Hydromechanik, Bericht Nr. 656, December 1987, Karlsruhe, Germany (in German).

Bürmann, W., Feser, G., Janson, H. & Thielen, H. 1987c Eine Druckstoßtheorie für nicht axialsymmetrisch verformte Rohre. Bericht über die rechnerische Simulation der Messungen. (Water hammer theory for non-axisymmetrically deformed pipes. Report on the numerical simulation of the measurements.) Universität Karlsruhe, Institut für Hydromechanik, Bericht Nr. 657, 1987, Karlsruhe, Germany (in German).

Bürmann, W. & Thielen, H. 1988a Untersuchung der Bewegung des Befüllstrangs einer Salzkaverne. (Study on the motion of the filling string of a saline cavern.) 3R international 27, 275-281 (in German).

Bürmann, W. & Thielen, H. 1988b Messung und Berechnung der dynamischen Auflagerkräfte durchströmter Rohre. (Measurement and computation of dynamic reactive forces on pipes containing flow.) 3R international 27, 434-440 (in German).

Bouabdallah S and Massouh F (1997), "Fluid-structure interaction in hydraulic networks," Proceedings of the 4th International Symposium on Fluid-Structure Interactions, Aeroelasticity, Flow-Induced Vibration and Noise, Dallas, USA, ASME-AD 53-2 543-548.

Charley J, Carta F, and Ould Abdallahi M (1998), Fluid-structure interaction: vibroacoustical analysis of flow in piping system, Proceedings of the ASME/JSME Joint Pressure Vessels and Piping Conference, San Diego, USA; Published as: Advances in Fluids, Structures and Fluid/Structure Interactions, ASME PVP 377-1, 245-252.

Charley J and Carta F (2001), Application of the auto- and cross-power spectra to hydro- and aeroacoustics, Mechanical Systems and Signal Processing 15(2) 399-417.

Charley J and Caignaert G (1993), "Vibroacoustical analysis of flow in pipes by transfer matrix with fluid-structure interaction," Proceedings of the 6th International Meeting of the IAHR Work Group on the Behavior of Hydraulic Machinery under Steady Oscillatory Conditions, Lausanne, Switzerland, 1-9.

Chary SR, Kumar GV, Rajamani A, and Rao CVK (1998), "Transient response of a boiler feed pump discharge pipeline—a case study," Proceedings of the 16th International Modal Analysis Conference, Santa Barbara, USA, 1-10.

Chaudhry, M.H. 1979 Applied hydraulic transients. New York: Van Nostrand Reinhold. (1st edition 1979, 2nd edition 1987)

Chaudhry, M.H. & Yevjevich, V. (Editors) 1981 Closed-conduit flow. Littleton, USA: Water Resources Publications.

Chen SS (1972), "Flow-induced in-plane instabilities of curved pipes," Nuclear Engineering and Design 23 29-38.

Chen SS (1973), "Out-of-plane vibration and stability of curved tubes conveying fluid," Journal of Applied Mechanics 40 362-368.

Chen SS and Rosenberg GS (1974), Free vibrations of fluid-conveying cylindrical shells, Journal of Engineering for Industry 96(2) 420-426.Clough RW and Penzien J (1975), Dynamics of Structures, McGraw-Hill.

Chun M-H and Yu S-O (2000), A parametric study and a guide chart to avoid condensation-induced water hammer in a horizontal pipe, Nuclear Engineering and Design 201 239-257.Cowper GR (1966), "The shear coefficient in Timoshenko's beam theory," Journal of Applied Mechanics 33 335-340.

Clark, R.A. & Reissner, E. 1951 Bending of curved tubes. Advances in Applied Mechanics 2, 93-122.

Davidson LC and Samsury DR (1972), Liquid-structure coupling in curved pipes - II, The Shock and Vibration Bulletin, No. 42, Part 1, 123-136.

Davidson LC and Smith JE (1969), "Liquid-structure coupling in curved pipes," The Shock and Vibration Bulletin, No. 40, Part 4, 197-207.

DeArmond, R.P. & Rouleau, W.T. 1972 Wave propagation in viscous, compressible liquids confined in elastic tubes. ASME Journal of Basic Engineering 94, 811-817.

De Jong, CAF (1995), "Analysis of pulsations and vibrations in fluid-filled pipe systems," Proceedings of the 1995 Design Engineering Technical Conferences, Boston, USA, ASME-DE 84-2, Vol. 3, Part B, 829-834.

De Jong CAF and Janssens MHA (1996), "Numerical studies of inverse methods for quantification of sound transmission along fluid-filled pipes," Proceedings of Internoise 96, Liverpool, UK, 3203-3206.

De Jong CAF (1994, 2000), "Analysis of pulsations and vibrations in fluid-filled pipe systems," Ph.D. Thesis, Eindhoven University of Technology, Department of Mechanical Engineering, Eindhoven, The Netherlands (Errata: April 2000).

Diesselhorst T, Schmidt R, and Schnellhammer W (2000), "Realistic calculation of pressure surges. Inclusion of dynamic friction and fluid/structure interaction," 3R international 39 678-682 (in German).

Dodds HL and Runyon HL (1965), "Effect of high velocity fluid flow on the bending vibrations and static divergence of a simply supported pipe," NASA Technical Note D-2870.

Dodge, W.G. & Moore, S.E. 1972 Stress indices and flexibility factors for moment loadings on elbows and curved pipe. Welding Research Council Bulletin 179, 1-16.

D'Souza, A.F. & Oldenburger, R. 1964 Dynamic response of fluid lines. ASME Journal of Basic Engineering 86, 589-598.

Dupuis C and Rousselet J (1992), "The equations of motion of curved pipes conveying fluid," Journal of Sound and Vibration 153(3) 473-489.

Edwards, N.A. & Please, C.P. 1988 An assessment of the moving point method for numerical calculation of fluid-structure interaction in water hammer. Central Electricity Generating Board (CEGB) Research Report TPRD/L/3258/R88 (Obtainable from National Power PLC, Whitehill Way Swindon, Wiltshire SN5 9NX, UK).

Elansary AS, Silva W, and Chaudhry MH (1994), "Numerical and experimental investigation of transient pipe flow," Journal of Hydraulic Research 32 689-706.

Elansary, A.S. & Contractor, D.N. 1990 Minimization of stresses and pressure surges. ASME Journal of Pressure Vessel Technology 112, 311-316.

Elansary, A.S. & Contractor, D.N. 1993 Valve closure: method for controlling transients. ASME - PVP, Vol. 253, Fluid-structure interaction, transient thermal hydraulics, and structural mechanics, pp. 143-150.

Elansary, A.S., Silva, W. & Chaudhry, M.H. 1994 Numerical and experimental investigation of transient pipe flow. IAHR Journal of Hydraulic Research 32, 689-706.

Ellis, J. 1980 A study of pipe-liquid interaction following pump-trip and check-valve closure in a pumping station. In Proceedings of the 3rd International Conference on Pressure Surges, BHRA, Canterbury, UK, March 1980, pp. 203-220.

Enkel P and Grams J (1997), "Pressure surge analysis with regard to fluid structure interaction," 3R international 36 446-451 (in German).

Erath W, Nowotny B, and Maetz J (1998), "Simultaneous coupling of the calculation of pressure waves and pipe oscillations," 3R international 37 501-508 (in German).

Erath W, Nowotny B, and Maetz J (1999), "Modelling the fluid structure interaction produced by a waterhammer during shutdown of high-pressure pumps," Nuclear Engineering and Design 193 283-296.

ESDU 1989 Pipeline vibrations. Fluid transients in non-rigid, unbranched planar piping systems. Item No. 89030, ESDU International plc, London, UK, ISBN 0-85679-702-2, ISSN 0141-4011.

ESDU 1994 Pipeline vibrations. Computer program for the prediction of fluid transients in flexible, unbranched three-dimensional piping systems. Item No. 93031, ESDU International plc, London, UK, ISBN 0-85679-884-3, ISSN 0141-4011.

Everstine GC (1984), "Dynamic analysis of fluid-filled piping systems using finite element techniques," Advances in Fluid-Structure Interaction, ASME-PVP 78, ASME-AMD 64 125-139.

Everstine G.C. 1981 A symmetric potential formulation for fluid-structure interaction. Journal of Sound and Vibration 79, 157-160.

Everstine, G.C. 1986 Dynamic analysis of fluid-filled piping systems using finite element techniques. ASME Journal of Pressure Vessel Technology 108, 57-61.

 

 

ABBREVIATIONS

ASCE American Society of Civil Engineers

ASME American Society of Mechanical Engineers

BHRA British Hydromechanics Research Association

BNES British Nuclear Engineering Society

FED Fluids Engineering Division

IAHR International Association of Hydraulic Research

IMechE Institution of Mechanical Engineers

PVP Pressure Vessels and Piping

3R Rohre Rohrleitungsbau Rohrleitungstransport

SMiRT Structural Mechanics in Reactor Technology