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Accuracy and parameter estimation of elastic and viscoelastic models of the water hammer

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The water hammer problem is considered, one of the most important questions of unsteady flows in pipelines. Although first mentioned in the scientific literature more than a hundred years ago and widely analyzed since in many research centers, the problem is not fully recognized yet. It may be considered on two levels: practical and theoretical. In both cases, several difficulties arise rendering the results less than fully satisfactory. The most important difficulties are the proper mathematical description of the phenomenon, the choice of the solution method, estimation of the model parameters and numerical aspects of solving the equations governing the phenomenon's run. They are presented in the paper and typical approaches to their solution are discussed. Numerical solutions are compared with experimental results.
Rocznik
Strony
383--395
Opis fizyczny
Bibliogr. 47, rys.
Twórcy
  • Gdansk University of Technology, Faculty of Civil and Environmental Engineering, Narutowicza 11/12, 80-952 Gdansk, Poland, kwein@pg.gda.pl
Bibliografia
  • [1] Menabrea L F 1858 Comptes Rendus Hebdomadaires des Seances de L 'Academie des Sciences, Paris, France, 47 221 (in French)
  • [2] Michaud J 1878 Bulletin de la Societe Vaudoise des lngenieurs et des Architectes, Lauanne, Switzerland, 4 (3) 56 ; ibid. (4) 65 (in French)
  • [3] Korteweg D J 1878 Ann. Phys. Chem., New Series 5 525 (in German)
  • [4] Joukovsky N 1898 Memoires de l'Academie lmperiale des Sciences de St.-Petersbourg (1900), Series 8 9 (5) 1 (in German)
  • [5] Frizell J P 1898 Trans. Am. Soc. Civ. Eng. 39 (819) 1
  • [6] Allevi L 1902 Annali della Societa degli Ingegneri ed Architetti ltaliani 17 (5) 285 (in Italian)
  • [7] Allevi L 1913 Atti dell'Associazione Elettrotecnica ltaliana 17, pp. 127-150, 861-900+plates, 1129-1145+plates, 1235-1253+plates; Supl. No. 1, 1-35+plates (in Italian)
  • [8] Anderson A 1976 J. Hydr. Div. 102 (1) 29
  • [9] Wichowski R 2002 Chosen Problems of Unsteady Flow in Looped Water Distribution Systems, Monography 27, Gdansk Univ. of Technology, Gdansk (in Polish)
  • [10] Rankine W J M 1870 Philos. Trans. R. Soc. London 160 277
  • [11] Kries J van 1883 Festschrift der 56. Versammlung deutscher Naturforscher und Arzte, Freiburg im Breisgau und Tübingen, Germany, pp. 67-88 (in German)
  • [12] Tijsseling A Sand Anderson A 2007 J. Hydr. Eng. ASCE 1 1
  • [13] Parmakian J 1955 Water-hammer Analysis, Dover Publications, Inc. New York
  • [14] Streeter V Land Lai Ch 1962 J. Hydr. Div. ASCE 88 (HY3)
  • [15] Evangelisti G 1969 L'Energia Elettrica 10-12, pp. 673-692, 759-770, 839-858
  • [16] Wylie E Band Streeter V L 1978 Fluid Transients, McGraw Hill Inc., USA
  • [17] Silva-Araya W F and Chaundhry M H 2001 J. Hydr. Engng 127 (7) 607
  • [18] Pezzinga G 2000 J. Hydr. Engng 126 (10) 778
  • [19] Pezzinga G 2002 J. Hydr. Engng 128 (2) 238
  • [20] Brunone B, Karney B W, Micarelli M and Ferrante M 2000 J. Water Res. Planning and Managm. 126 (4) 236
  • [21] Covas D, Stoianov I, Graham N, Maksimovic C, Ramos H and Butler D 2002 5th Int. Conf. on Hydroinformatics, Cardiff, UK, pp. 1154-1159
  • [22] Covas D, Stoianov I, Mano J F, Ramos H, Graham N and Maksimovic C 2004 J. Hydr. Res. 42 (5) 516
  • [23] Ramos H, Covas D, Borga A and Loureiro D 2004 J. Hydr. Res. 42 (4) 413
  • [24] Mitosek M and Chorzelski M 2003 Archives of Hydro-Engineering and Environmental Mechanics 50 (2) 127
  • [25] Kodura A 2002 Friction Resistance in Unsteady Flow in Pipelines, PhD Thesis, Warsaw University of Technology, Dept. of Environmental Engineering, Warsaw (in Polish)
  • [26] Kodura A and Weinerowska K 2005 Proc. 2nd Congress of Env. Engng, PAN, Lublin, vol. 1, KIS Monographies, 32 399 (in Polish)
  • [27] Kodura A and Weinerowska K 2007 Proc. 2nd National Congress of Environmental Engineering, Lublin, Poland, Taylor & Francis, London, pp. 239-244
  • [28] Szymkiewicz R 2006 The Method of the Analysis of Numerical Dissipation and Dispersion in the Solution of the Equations of Hydrodynamics, Gdansk Univ. of Technology, Gdansk (in Polish)
  • [29] Malesińska A 2002 Propagation of Pressure Disturbance of Finite Amplitude in the Series of Pipelines of Different Diameters, PhD Thesis, Warsaw University of Technology, Dept. of Environmental Engineering, Warsaw (in Polish)
  • [30] Weinerowska K 2006 Materials of seminary "Hydraulics of Transit Systems of Sanitary Engineering", Gdansk Univ. of Technology, AGNI, Pruszcz Gdanski (in Polish)
  • [31] Weinerowska-Bords K 2006 Archives of Hydro-Engineering and Environmental Mechanics 53 (4) 331
  • [32] Chaudhry M H 1979 Applied Hydraulic Transients, Van Nostrand Reinhold Company, New York
  • [33] Zielke W 1968 ASME J. Basic Eng. 90 (1) 109
  • [34] Brunone B, Golia U M and Greco M 1991 Proc. Int. Meeting on Hydraulic Transients and Water Column Separation, Valencia, Spain, pp. 140-148
  • [35] Zarzycki Z 1994 Resistance of Unsteady Flow in Pressure Conduits, Szczecin Univ. of Technology, Szczecin, 516 (in Polish)
  • [36] Axworthy D H, Ghidaoui M Sand McInnis D A 2000 J. Hydr. Engng ASCE 12 (4) 276
  • [37] Vitkovsky J, Lambert M, Simpson A and Bergant A 2000 The 8th Int. Conf. on Presssure Surges, BHR, Hague, The Netherlands, pp. 471-498
  • [38] Bergant A, Simpson A Rand Vitkovsky J 2001 Development in unsteady pipe flow friction modeling, J. Hydr. Res. 39 (3) 249
  • [39] Ferry J D 1965 Viscoelastic Properties of Polymers, WNT, Warszawa (in Polish)
  • [40] Aklonis J J, McKnight W J and Shen M 1972 Introduction to Polymer Viscoelasticity, John Wiley & Sons, Inc, New York
  • [41] Covas D, Stoianov I, Mano J F, Ramos H, Graham Nand Maksimovic C 2005 J. Hydr. Res. 43 (1) 56
  • [42] Ghilardi P and Paoletti A 1986 Proc. 5th Int. Conf. on Pressure Surges, Hannover, Germany, pp. 113-121
  • [43] Pezzinga G and Scandura P 1995 J. Hydr. Engng 121 (11) 802
  • [44] Szydłowski M 2002 Finite Volume Method for Water Hammer Simulation, TIASWiK, Poland
  • [45] Chang S C 1995 J. Comp. Phys. 119 295
  • [46] Molls T and Molls F 1998 J. Hydr. Eng. 124 (5) 501
  • [47] Weinerowska K 2001 Inverse Problems in Open Channel Hydraulics, PhD Thesis, Gdansk Univ. of Technology, Gdansk (in Polish)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPG5-0030-0049
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