Russian Federation
UDK 628.14 Подача воды от водозаборных сооружений к распределительной сети (к объекту водоснабжения). Водоводы и водопроводные сети
Purpose: To show the need to clarify calculation dependencies in regulatory documents for determining the parameters of water hammer in pressure pipelines when using polymeric pipes. To substantiate the methods to calculate hydraulic shock for such pipelines taking into account the appearance possibility of flow discontinuities. To present the main methods aimed at prevention and minimization of the negative consequences of water hammers. Methods: Comparison of various methods for the calculation of parameters of water hammer. To describe the process of water hammer the mathematical method of analysis of infinitesimals and characteristic method are used. Results: It is shown that it is necessary to carry out at engineering stage of pressure systems using pipes made of polymeric materials the verification calculations for water hammer taking into account the appearance possibility of flow discontinuities there and to reflect it correspondingly in a normative literature. Practical importance: The results of the work are recommended to be taken into account when carrying out verification calculations of pressure pipelines made of polymeric materials in case of water hammer occurrence including with a break in flow continuity and developing the measures to prevent such phenomena.
engineering, pressure pipelines, polymeric materials, water hammer, flow continuity, flow discontinuity, method of characteristics
1. SP 31.13330.2012. Vodosnabzhenie. Naruzhnye seti i sooruzheniya. Aktualizirovannaya redaktsiya SNiP 2.04.02-84 [SP 31.13330.2012. Water supply. External networks and structures. Updated edition of SNiP 2.04.02-84]. Moscow, 2021. 147 p. (in Russian)
2. Zhukovskiy N. E. O gidravlicheskom udare v vodoprovodnykh trubakh [On hydraulic shock in water pipes]. Moscow: GITTL Publ., 1949. 104 p. (in Russian)
3. SP 399.1325800.2018. Sistemy vodosnabzheniya i kanalizatsii naruzhnye iz polimernykh materialov. Pravila proektirovaniya i montazha [SP 399.1325800.2018. External water supply and sewerage systems made of polymeric materials. Rules for design and installation]. Moscow, 2021. 130 p. (in Russian)
4. Lyudeke Kh.-Y. Gidroudar: prichiny, analiz i sposoby predotvrashcheniya [Water hammer: causes, analysis and ways to prevent]. Vodosnabzhenie i sanitarnaya tekhnika [Water supply and sanitary engineering]. 2015, I. 8, pp. 62-69. (in Russian)
5. Titova T. Accident at river-crossing underwater oil pipeline / T. Titova, R. Akhtyamov, E. Nasyrova, A. Elizaryev // MATEC Web of Conferences. - 2018. - I. 239.06003.
6. Ryzhova L. V. Ensuring Environmental Safety during the Construction and Operation of Tunnels in Residential Areas / L. V. Ryzhova, T. S. Titova, S. G. Gendler // Procedia Engineering. - 2017. - I. 189. - Pp. 404-410.
7. Moshnin L. F. Raschety gidravlicheskogo udara [Calculations of hydraulic shock]. Moscow: Gosenergoizdat Publ., 1952. 200 p. (in Russian)
8. Smirnov D. N. Gidravlicheskiy udar v napornykh vodovodakh [Hydraulic shock in pressure conduits]. Moscow: Stroyizdat Publ., 1975. 122 p. (in Russian)
9. Kapinos O. G. Posledstviya gidravlicheskikh udarov, soprovozhdayushchikhsya razryvami sploshnosti potoka zhidkosti [Consequences of hydraulic shocks accompanied by discontinuities in fluid flow]. Izvestiya Peterburgskogo universiteta putey soobshcheniya [News of the Petersburg University of Communications]. 2011, I. 3(28), pp. 167-176. (in Russian)
10. Tvardovskaya N. V. Gidravlicheskiy udar v napornykh truboprovodakh vodootvedeniya. Kand. Diss [Hydraulic shock in pressure pipelines of water disposal. Cand. Diss]. St. Petresburg: SPbGASU Publ., 2005. 24 p. (in Russian)
11. Dikarevskiy V. S. Gidravlicheskiy udar v napornykh truboprovodakh vodootvedeniya [Hydraulic shock in pressure sewerage pipelines]. Vestnik RAASN [Vestnik RAASN]. 2004, I. 8, pp. 152-156. (in Russian)
12. Kapinos O. G. Vliyanie vybrannogo materiala trub na velichinu davleniya v truboprovode pri vozmozhnom gidravlicheskom udare [Influence of the selected pipe material on the magnitude of pressure in the pipeline with a possible hydraulic shock]. Izvestiya Peterburgskogo universiteta putey soobshcheniya [Bulletin of the Petersburg University of Communications]. 2008, I. 2(15), pp. 112-119. (in Russian)
13. Khristov Khr. Rezultati ot naturalnite izledvaniya na khidravlichniya udar v nyakoi nashi pompeni stantsii [Results from natural research on hydraulic shock to some of our pumping stations]. Izv. na instituta po vodni problemi BAN. Otd. za tekhn. Nauki [Izv. at the Institute for Water Problems BAN. Dep. for tech. Science]. 1969, V. 10, pp. 121-185. (in Russian)
14. Petrova T. M. Geotechnical problems of transport construction and their solutions / T. M. Petrova, E. Y. Chistyakov // Geotechnics Fundamentals and Applications in Construction: New Materials, Structures, Technologies and Calculations - Proceedings of the International Conference on Geotechnics Fundamentals and Applications in Construction: New Materials, Structures, Technologies and Calculations, GFAC 2019. - Pp. 250-253.
15. Kapinos O. G. Stepen' vliyaniya razlichnykh faktorov na velichinu davleniya pri gidravlicheskikh udarakh [The degree of influence of various factors on the magnitude of pressure during hydraulic shocks]. Komunal'ne gospodarstvo mist. Ceriya: Tekhnichni nauki ta arkhitektura [Communal State of Mist. Series: Technical sciences and architecture]. 2014, I. 114, pp. 122-126. (in Russian)
16. Plastmassovye truby, ikh kharakteristiki i oblast' primeneniya [Plastic pipes, their characteristics and scope]. Stokgol'm: NPG Publ., 1999. 114 p. (in Russian)
