دانشگاه تربیت دبیر شهید رجائی
انتشارات دانشگاه تربیت دبیر شهید رجائی

  اخبار و اعلانات

 آمار

تعداد نشریات11
تعداد شماره‌ها213
تعداد مقالات2,137
تعداد مشاهده مقاله2,936,367
تعداد دریافت فایل اصل مقاله2,148,614
Saidani, A., Fourar, A., Massouh, F.. (1400). Numerical investigation of temperature effect on water hammer with cavitation in copper pipe rig. فناوری آموزش, 11(2), 279-295. doi: 10.22061/jcarme.2021.6961.1906
A. Saidani; A. Fourar; F. Massouh. "Numerical investigation of temperature effect on water hammer with cavitation in copper pipe rig". فناوری آموزش, 11, 2, 1400, 279-295. doi: 10.22061/jcarme.2021.6961.1906
Saidani, A., Fourar, A., Massouh, F.. (1400). 'Numerical investigation of temperature effect on water hammer with cavitation in copper pipe rig', فناوری آموزش, 11(2), pp. 279-295. doi: 10.22061/jcarme.2021.6961.1906
Saidani, A., Fourar, A., Massouh, F.. Numerical investigation of temperature effect on water hammer with cavitation in copper pipe rig. فناوری آموزش, 1400; 11(2): 279-295. doi: 10.22061/jcarme.2021.6961.1906

Numerical investigation of temperature effect on water hammer with cavitation in copper pipe rig

Journal of Computational & Applied Research in Mechanical Engineering (JCARME)
مقاله 1، دوره 11، شماره 2 - شماره پیاپی 22، خرداد 2022، صفحه 279-295    اصل مقاله (1.5 M)
نوع مقاله: Research Paper
شناسه دیجیتال (DOI): 10.22061/jcarme.2021.6961.1906
نویسندگان
A. Saidani* 1؛ A. Fourar1؛ F. Massouh2
1Department of hydraulic, Faculty of technology, University of Batna 2 Mostafa Ben Boulaid, Batna 05000, Algeria
2Ecole nationale supérieure des arts et métiers, Paris, 75013, France
تاریخ دریافت: 21 خرداد 1399،  تاریخ بازنگری: 27 تیر 1400،  تاریخ پذیرش: 28 تیر 1400 
چکیده
The paper investigates the temperature effect on water hammers in an isothermal pressurized copper pipe rig, for single and two-phase flows. The study concerns pressure wave’s intensity, celerity, and attenuation. Also, the volume of cavities created during low-pressure periods is inspected. The mathematical model of hyperbolic equations is described by the dynamic and continuity equations, which have been transformed by the characteristics method into ordinary differential equations. Water hammer solver was built considering two different models of cavitation and column separation, the discrete vapor cavity model and the discrete gas cavity model. In addition to the quasi-steady friction model, two unsteady friction models were incorporated into the code, the convolution-based model proposed by Vardy and Brown and the instantaneous acceleration model proposed by Brunone. The simulations concern temperature range within 4°C to 95°C. Although the single and the two-phase water hammers don’t behave in the same manner, the results obtained with the different models, show a significant influence of the temperature.
کلیدواژه‌ها
Hydraulic transient؛ Water hammer؛ Cavitation؛ Column separation؛ Unsteady flow
مراجع
[1] M. H. Chaudhry, Applied Hydraulic Transients,1st ed. Van nostrand reinhold company, New York, pp. 27-73, (1979).

[2] N. E. Joukowski, “Memoirs of the imperial academy society of saint petersburg”, Proc. Amer. Water Works Assoc. Vol. 24, No 1, pp. 341–424, (1898).

[3] L. Allievi, “Teoria generale del moto perturbato dell’acqua ni tubi in pressione”, Ann. Soc. Ing. Arch. Ithaliana, Vol. 17, No 5, pp. 285-325, (1902).

[4] L. Allievi, “Teoria del colpo d’ariete”, Atti Coll. Ing. Arch. Italiani, Vol. 46, No 01, pp. 336-373. (1913).

[5] L. Bergeron, “Etude des variations de régime dans conduits d’eau”, Rev. Gen. Hydraul., Vol. 1, No. 1, pp.12-69, (1935).

[6] V. L. Streeter and C. Lai, “Water hammers analysis including fluid friction”, Trans. Amer. Soc. Civ. Eng., Vol. 128, No.1, pp.1491–1524, (1963).

[7] M. S. Ghidaoui, M. Zhao, D. A. McInnis and D. H. Axworthy, “A review of water hammer theory and practice”, J. Appl. Mech. Rev., Vol. 58, No 1, pp.49–76, (2005).

[8] A. Tijsselinga, M. Lambertb, A. Simpsonb, M. Stephensb, J. Vitkovsky and A. Bergant, “Skalak’s extended theory of water hammer”, J.  Sound Vib., Vol. 310, No. 3, pp. 718–728, (2008).

[9] S. Meniconi, B. Brunone and M. Ferrante, “In-line pipe device checking by short period analysis of transient tests”, J. Hydraul. Eng., Vol. 137, No. 7, pp. 713–722, (2011).

[10] S. Meniconi, B. Brunone, M. Ferrante and C. Massari, “Small amplitude sharp pressure waves to diagnose pipe systems”, J. Water Res. Man., Vol. 25, No. 1, pp. 79–96, (2011).

[11] M. Meniconi, H. Duan, P. Lee, B. Brunone, M. Ghidaoui and M. Ferrante, “Experimental investigation of coupled frequency-and time-domain transient test-based techniques for partial blockage detection in pipelines”, J. Hydraul. Eng., Vol. 139, No. 10, pp.1033–1040, (2013).

[12] P. Lee, H. Duan, M. S. Ghidaoui and B. Karney, “Frequency domain analysis of pipe fluid transient behavior”, J. Hydraul. Res., Vol. 51, No.6, pp. 609–622, (2013).

[13] M. Siamao, “Mechanical interaction in pressurized pipe systems”,  J. Water, Vol. 7, No. 11, pp. 6321-6350, (2015).

[14] S. Elaoud and E. Hadj-Taïeb, “Influence of pump starting times on transient flows in pipes”, J. Nuclear. Eng. Des., Vol. 241, No. 9, pp. 3624-3631, (2011).

[15] F. Duan, J. Lee and S.  Ghidaoui, “Transient wave-blockage interaction in pressurized water  pipelines”, J. Proc. Eng., Vol.70, No 01, pp. 573-582, (2014).

[16] Q. Hou, H. Kruisbrink, S. Tijsseling and A. Keramat, “Simulating water hammer with corrective smoothed particle method”, Technische Universiteit Eindhoven (Casa Report),Vol.1214, No 01, pp. 16,(2012).

[17] K. Soares, N. Martins and I. Covas, “Investigation of transient vaporous cavitation: experimental and numerical analyses”, J. Proc. Eng., Vol. 119, No 01, pp. 235–242,(2015).

[18] A. Harvey,  W. Parry, J. Belows, J. Gallagher and R. Harwood, ASME international steam tables for industrial use, ASME Press, Amer. Soc. Mech. Eng., (2014).

[19] E. B. Wylie, V. L. Streeter, L. Suo, Fluid Transients in Systems. Prentice hall: Englewood cliffs, New York, (1993).

[20] J. Twyman, “Speed calculation for water hammer analysis”, Obras y Proyectos, Vol. 20, No 01, pp. 86-92, (2016).

[21] Jensen, Rune Larsen, Jesper Lassen, Kasper Mando, Matthias and Andreasen, “Implementation and validation of a free open source 1d water hammer code”, J. Fluid, Vol. 3, No 01, pp. 64, (2018).

[22] G. Provenzano, F. Baroni and J. Aguerre, “The closing function in the water hammer modeling”, Lat. Amer. App. Res., Vol. 41, No 01, pp. 43-47, (2011).

[23] K. Urbanowicz and Z. Zarzycki, “Convolution integral in transient pipe flow”, J. Task Quart., Vol. 16, No.3, pp. 277–291, (2012).

[24] E. Vardy and B. Brown, “Transient turbulent friction in smooth pipe flows”, J. Sound Vib., Vol. 259, No 01, pp. 1011–1036, (2003).

[25] A. Bergant, A. Simpson and J. Vítkovský, “Developments in unsteady pipe flow friction modeling”, J. Hydraul. Res., Vol.39, No 01, pp. 249–257, (2001).

[26] Adamkowski, Adam, Lewandowski and Mariusz, “Experimental examination of unsteady friction models for transient pipe flow”, J. Fluid Eng., Vol. 128, No. 6,pp.1351, (2006).

[27] Engineering Toolbox, Young''s modulus of elasticity for metals and alloys, (2004).

آمار
تعداد مشاهده مقاله: 907
تعداد دریافت فایل اصل مقاله: 675


سامانه مدیریت نشریات علمی. طراحی و پیاده سازی از سیناوب