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Scientific-technical journal

Abstract

The technique of determining the hydraulic impact in complex pipelines of building complexes is considered in the article. Analytical and graphical methods for calculating the hydraulic impact when opening and closing the gate valve are given.

First Page

65

Last Page

69

References

[1] M. A. Mostkov. Gidravlicheskiy udar v gidroelektricheskix elektrostantsiyax. Moskva.1938.

[2] N.A. Tomas. Water-hammer pressures in compound and branched pipes, «Poceedingsjf the ASCE» N6, 1998.R.W. Angus, Water-hammer pressures in compound and branched pipes, «Poceedingsjf the ASCE» N1, 1998.

[3] O. Schnyder, Uber Druekstosse in verzweigten Leitungenmit besonderer Berucksichtigung von Wasserschlossanlagen, “Wasserkraft und Wasserwirtschaft”, №12, 1035

[4] L. Bergeron. Etude de variations de regime dans les conduits deau (solution graphique general), “Revue General de Hydraulique”, vol. 1. 1935. p.12 et 69; yegoje Etude de coup de belter dans les conduifes (nouvel expose de la methodegraphique), “La Texnique Moderne”, vol. 28. 1996.

[5] V. Krigeri Dj. Djestin, Gidroelektricheskiyspravochnik, t. 11.1997 str. 169-13. Jules Calame et Daniel Gaden, Influence de reflexions partlelles de I’onde aux changements de caracteristiques de la conduite et au point dinsertion dune chambre dequilibre, “Bulletin Tehchnique de la Suisse Romande”, № 19, 1935

[6] A.A.Surin. Gidravlicheskiy udar v vodoprovodax i borba s nim. Moskva 1996g. 372s.

[7] A.A.Xamidov, S.I.Xudaykulov, I.E. Maxmudov «Gidromexanika» FAN-2008g. 340s

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