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This paper is devoted to the problem of energy dissipation and it concerns unsteady friction modeling of the liquid flow in hydraulic lines. One dimensional (1D) quasi-steady model of energy dissipation is in common use. It means that the loss of energy is estimated by the Darcy-Weisbach formulae. Such an approximation is close to reality only for slow changes of the velocity field in the pipe cross-section. In case of fast changes, like fast transients, e.g. water hammer, it fails. In this work the wall shear stress (defined as an effect of unsteady fluid friction) is presented as a sum of quasi-steady and unsteady components. The unsteady component of the wall shear stress is modeled as an convolution of the local fluid acceleration and a weighting function w(t). The weighting function, in general, makes an allowance for a relation of the historic velocity changes and the unsteady component of the wall shear stress. Primitive weighting functions have usually very complicated structures, and what is more, they make it impossible to perform an efficient simulation of dynamical runs. In this paper, a new weighting function is presented as a sum of exponential components in order to enable efficient calculation of the unsteady component wall shear stress. A few examples of the new effective method of unsteady wall shear stress simulations, in case of the water hammer, are presented. The results of the calculations are compared with experiments known in literature and satisfying results are obtained.
Słowa kluczowe
Wydawca
Rocznik
Tom
Strony
175--188
Opis fizyczny
Bibliogr. 22 poz., rys., tab.
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autor
autor
autor
- Faculty of Mechanical Engineering and Mechatronics, Mechanical Department, Szczecin West Pomeranian University of Technology, Piastów 19, 70-310 Szczecin, Poland, {Kamil.Urbanowicz, Zbigniew.Zarzycki, Sylwester.Kudzma}@zut.edu.pl
Bibliografia
- [1] Dailey J W, Hankey W L, Olive R W and Jordaan J M 1956 J. Basic Eng. 78 1071
- [2] Carstens M R and Roller J E 1959 ASCE J. Hydraulics Div. 85 (HY2) 67
- [3] Safwat H H and Polder Jaap van Den 1973 J. Fluids Eng. 95 91
- [4] Shuy E B and Aplet C J 1987 Conf. on Hydraulics in Civil Eng., Melbourne, Australia, pp. 137–141
- [5] Brunone B, Golia U M and Greco M 1991 Proc. Int. Meeting on Hydraulic Transients with Column Separation, 9 th Round Table, IAHR, Valencia, Spain, pp. 201–209
- [6] Vitkovsky J, Lambert M, Simpson A and Bergant A 2000 Proc. 8 th Int. Conf. Pressure Surges, BHR Group Conf. Series Publ., Hague, Netherlands, pp. 471–482
- [7] Bughazem M B and Anderson A 2000 Proc. 8 th Int. Conf. Pressure Surges, BHR Group Conf. Series Publ., Hague, Netherlands, pp. 483–498
- [8] Bergant A, Simpson A and Vitkovsky J 2001 J. Hydraulic Res., IAHR, 39 (3) 249
- [9] Hino M, Sawamato M and Takasu S 1977 Trans. of JSCE 9 282
- [10] Zielke W 1968 J. ASME 90 109
- [11] Trikha A K 1975 J. Fluids Eng., Trans. ASME, 97 97
- [12] Kagawa T, Lee I, Kitagawa A and Takenaka T 1983 Trans. Jpn. Soc. Mech. Eng., ser. A 49 (447) 2638 (in Japanese)
- [13] Suzuki K, Taketomi T and Sato S 1991 J. Fluids Eng., Trans. ASME, 113 569
- [14] Schohl G A 1993 J. Fluids Eng., Trans. ASME, 115 420
- [15] Holmboe E L and Rouleau W T 1967 J. Basic Eng., Trans. ASME, ser. D, 89 (11) 174
- [16] Adamkowski A and Lewandowski M 2006 J. Fluids Eng., Trans. ASME, 128 (6) 1351
- [17] Ohmi M, Kyomen S and Usui T 1985 Bull. JSME 28 (239) 799
- [18] Zarzycki Z 1994 A Hydraulic Resistance’s of Unsteady Liquid Flow in Pipes, Technical University of Szczecin, Szczecin, Poland, 516 (in Polish)
- [19] Zarzycki Z 2000 Proc. 8 th Int. Conf. on Pressure Sergues, BHR Group Conf. Series, Hague, Netherlands, 39, pp. 529–534
- [20] Zarzycki Z and Kudźma S 2004 Proc. 9 th Int. Conf. on Pressure Surges, BHR Group, Chester, UK, pp. 439–455
- [21] Vitkovsky J P, Stephens M L, Bergant A, Simpson A R and Lambert M F 2004 9 th Int. Conf. on Pressure Surges, Chester, UK, pp. 405–419
- [22] Vardy A E and Brown J M B 2004 J. Hydraulic Eng., ASCE, 130 (11) 1097
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPG8-0042-0043