Open Access
Issue |
E3S Web Conf.
Volume 264, 2021
International Scientific Conference “Construction Mechanics, Hydraulics and Water Resources Engineering” (CONMECHYDRO - 2021)
|
|
---|---|---|
Article Number | 03035 | |
Number of page(s) | 10 | |
Section | Hydraulics of Structures, Hydraulic Engineering and Land Reclamation Construction | |
DOI | https://doi.org/10.1051/e3sconf/202126403035 | |
Published online | 02 June 2021 |
- Mostovsky A.F. Research of water hammer in pipes at low heads.-Proceedings of MIIT, M., issue 11, pp. 263–304, (1929) [Google Scholar]
- Bergeron L. From hydraulic shock in pipes to discharge in the electrical network. General graphical calculation method (translated from French).-M., Mashgiz,-p.348, (1962) [Google Scholar]
- Zhukovsky N.E. About water hammer in water pipes.-M., Gostekhizdat,-p.104, (1949) [Google Scholar]
- Charny I.A. Unsteady motion of a real liquid in pipes.-M., Nedra,-p.296, (1975) [Google Scholar]
- Evangelisti G. Jl colpo d’aviete nelle condotte elevatorie munite di camera d’avia.-L’Energia, Elektrica.-Milano, X 9, pp. 600–615, (1938) [Google Scholar]
- Dikarevsky V.S. Water conduits. Monograph. Proceedings of RAASN. Construction sciences, vol. 3, p.200, Moscow: RAASN, (1997) [Google Scholar]
- Parson F.M., Kalinske A.A. Methods of calculating Water-hammer, pressures.-Journal of the AWWA, v.31, X 11, pp. 1835–1864, (1939) [Google Scholar]
- Lyamaev B.F., Nelyubov G.P., Nebolsin V.A. Stationary and transient processes in complex hydraulic systems.-L .: Mechanical engineering,-p.192, (1978) [Google Scholar]
- Fox D.A. Hydraulic analysis of unsteady in pipelines.-M .: Energoizdat,-p.247, (1981) [Google Scholar]
- Zhonkobilov U.U., Eshev S.S. Formula for calculating the dimensions of a damping resistance air-hydraulic hood. Privolzhsky scientific bulletin. Scientific and practical journal. G. Izhevsk, No. 5(45)-pp. 97–101, (2015) [Google Scholar]
- Nosov V.A. Air cap as a means of preventing water hammer in the main pipeline.-In collection: Oil and Gas. M., pp. 101–102, (1976) [Google Scholar]
- Slissky P.M. Air cap as a device to combat the rate of pressure rise during water hammer.-In collection: Technical hydromechanics. M., MPEI, issue 266, pp. 50–56, (1975) [Google Scholar]
- Jonkobilov U., Jonkobilov S., Rajabov U., Bekjonov R., Norchayev, A. Shock wave velocity in two-phase pressure flow. IOP Conference Series: Materials Science and Engineering. 2021. 1030. Pp. 012129. DOI: 10.1088/1757-899X/1030/1/012129. [CrossRef] [Google Scholar]
- Arifjanov A., Jonqobilov U., Jonqobilov S., Khushiev, S., and Xusanova, J. The influence of hydraulic friction on the maximium pressure of water hammer. IOP Conf. Series: Earth and Environmental Science. 2020. 614. Pp. 012092. DOI: 10.1088/1755-1315/614/1/012092. [CrossRef] [Google Scholar]
- Madzharov L. Method of determining the optimal volume of the air cap and the optimal coefficient of throttling of pipes connected to the water pipeline.-Scientific works of the Institute of Hydraulic Engineering and Land Reclamation. Sofia, No. 11, pp. 59–72, (1969) [Google Scholar]
- Hoffman I.I. empfung von Flussigkeitsschwinggungen in Hudraulik leitungen.-Olhudraulik and Pnevmatik-Wiesbaden, bd. 24, X 2, pp.102–105, (1980) [Google Scholar]
- Ludewig ft Beitrage zur ftuckstoPsicherung von Pumpanlagen.-Mitteilungen des Institut far Wasserwirtschaft. Herausgegeben von Institut fur Wasserwirtschaft.-Heft 25, p.183, Berlin, (1966) [Google Scholar]
- Al-Khomairi A.M., Plastic water hammer damper, Aust. J. Civ. Eng. 8 (1) (2010) 7381. [Google Scholar]
- Boulos P.F., Karney B.W., Wood D.J., Lingireddy, S., Hydraulic transient guidelines for protecting water distribution systems, Am. Water Works Assoc. 97 (5) (2005) 111–124. [CrossRef] [Google Scholar]
- Kim S.G., Lee K.B., Kim K.Y., Water hammer in the pump-rising pipeline system with an air chamber, J. Hydrodyn. Ser. B 26 (6) (2015) 960–964. [Google Scholar]
- Marian N., Model of the water-hammer effect considering a spring safety valve, Arch. Hydro-Eng. Environ. Mech. 51 (1) (2004) 25–40. [Google Scholar]
- Moghaddas S., The steady-transient optimization of water transmission pipelines with consideration of water-hammer control devices: a case study, J. Water Supply Res. Technol.-Aqua 67 (6) (2018) 556–565. [CrossRef] [Google Scholar]
- Stephenson D. Simple guide for design of air vesse-ls for water hammer protection of pumping lines [J]. Journal of Hydraulic Engineering, ASCE, 2002, 128(8): 792–797. [CrossRef] [Google Scholar]
- Kim S. Impulse response method for pipeline systems equipped with water hammer protection devices [J]. Journal of Hydraulic Engineering, ASCE, 2008, 134(7): 961–969. [Google Scholar]
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