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Tytuł artykułu

Study of discharge and jump of water flow from water regulatory structures in channels

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
One of the main causes of damage to weirs regulating the flow of water in canals is local erosion of the bottom and banks. This is mainly due to the excessive kinetic energy of the stream flow and the uneven volumetric distribution of the water flow rate at the end of the strengthening. Due to this, 35-40% of hydraulic structures fail prematurely. The aim of the research was to determine the parameters of the spatial hydraulic jump arising behind the hydrotechnical structure and the rapid expansion of the cross-section. The research showed that the hydraulic jump with a curved cylinder in the plan is a spatial form and not only dissipates the energy of the stream, but also acts as a diffuser. With the stream expansion angle values in the range of 7-10°, a highly turbulent flow remains, which still Has high kinetic energy at a distance from the end of the structure. At an angle of 25-27°, the flow is smooth, the velocity distribution is uniform across the width of the channel. In some cases, the forced expansion of the cross-section at the outflow of the weir favours the energy dissipation and uniform flow velocity distribution.
Wydawca
Rocznik
Tom
Strony
22--29
Opis fizyczny
Bibliogr. 35 poz., fot., rys., tab.
Twórcy
  • Satbayev University, Satpayev Str., 22, Almaty, 050013, Kazakhstan
  • Satbayev University, Satpayev Str., 22, Almaty, 050013, Kazakhstan
  • Satbayev University, Satpayev Str., 22, Almaty, 050013, Kazakhstan
Bibliografia
  • ABDURAMANOV A. 2010. Gidravlika [Hydraulics]. Taraz. Senim. ISBN 978-5-91327-515-8 pp. 497.
  • ASHOOR A., RIAZI A. 2019. Stepped spillways and energy dissipation: A non-uniform step length approach. Applied Water Science. Vol. 9(23). DOI 10.3390/app9235071.
  • BEGLYAROVA E.S., BAKSHTANIN A.M., DMITRIEVA A.V., SOKOLOVA S.A., MIKHAILETS D.P. 2018. Eksperimental’nyye issledovaniya zatoplennogo gidravlicheskogo pryzhka v neprizmaticheskom rusle pryamougol’nogo secheniya pri gladkom gorizontal’nom dnexperimental studies of a submerged hydraulic jump in a non-prismatic rectangular bed with a smooth horizontal bottom]. Prirodoobustroystvo. No. 3 р. 51–57. DOI 10.26897/1997-6011/2018-3-51-58.
  • BEIRAMI M., CHAMANI M. 2006. Hydraulic jumps in sloping channels: Sequent depth ratio. Journal of Hydraulic Engineering. Vol. 132 (10) p. 1061–1068.
  • BOUSSEKINE V., LAKHDAR DJEMILI L. 2016. Modelling approach for gravity dam break analysis. Journal of Water and Land Development. No. 30 p. 29–34. DOI 10.1515/jwld-2016-0018.
  • CANILHO H., FAEL C. 2018. Velocity field analysis of a channel narrowed by spur dikes to maximize power output of in-stream turbines. Journal of Sustainable Development of Energy, Water and Environment Systems. Vol. 6(3) p. 534–546. DOI 10.13044/j.sdewes.d6.0197.
  • CARVALHO P., SPATARU C., BLEISCHWITZ R. 2019. Integration of water and energy planning to promote sustainability. Journal of Sustainable Development of Energy, Water and Environment Systems. Vol. 7(2) p. 229–252. DOI 10.13044/j.sdewes.d6.0246.
  • CLOPPER P., LAGASSE P. 2011. Hydrologic uncertainty in prediction of bridge scour. Final report. Transportation Research Board. Vol. 2262(1) p. 207–213. DOI 10.3141/2262-21.
  • DANIEL R.A., PAULUS T.M. 2019. Managing accidents and failures of hydraulic structures, MATEC Web of Conferences. Vol. 284, 08003 р. 3–7. DOI 10.1051/matecconf/201928408003.
  • DE LEO A., RUFFINI A., POSTACCHINI M., COLOMBINI M., STOCCHINO A. 2020. The effects of hydraulic jumps instability on a natural River confluence: The case study of the Chiaravagna River (Italy). Water (Switzerland). Vol. 12(7) p. 1–18. DOI 10.3390/w12072027.
  • EL-ASKARY W.A., NASR M., ABDEL-FATTAH A. 2013. Study of turbulent flow in rectangular channel with inclined baffles. Journal of Fluid Mechanics. Vol. 731(6) р. 25–32. DOI 10.21608/erjm.2009.69434.
  • EL-HAZEK A.N., ABDEL-MAGEED N.B., HADID M.H. 2020. Numerical and experimental modelling of slope stability and seepage water of earthfill dam. Journal of Water and Land Development. No. 44 p. 55–64. DOI 10.24425/jwld.2019.127046.
  • ERSOY S.R., TERRAPON-PFAFF J., RIBBE L., MERROUNI A.A. 2021. Water scenarios modelling for renewable energy development in Southern Morocco. Journal of Sustainable Development of Energy, Water and Environment Systems. Vol. 9(1) p. 1–28. DOI 10.13044/j.sdewes.d8.0335.
  • EEA 2020. Water availability, surface water quality and water use in the Eastern Partnership countries. An indicator-based assessment. EEA Report. No. 14. Copenhagen. European Environment Agency. ISBN 978-92-9480-291-0 pp. 74. DOI 10.2800/635170.
  • FRIZELL K.W., FRIZELL K.H. 2015. Guidelines for the hydraulic design of stepped spillways. Hydraulic Laboratory Report HL-2015-06. Denver. U.S. Dept. of the Interior, Bureau of Reclamation pp. 39.
  • JONES J.S., RICHARDSON E.V. 2004. A decade of high priority bridge scour research in the U.S. [online]. In: Proceedings 2nd International Conference on Scour and Erosion. Eds Y.-M. Chiew, S.-Y. Lim, N.-S. Cheng. 14–17.11.2004 Singapore. Vol. 1 p. 105–110. [Access 10.01.2021]. Available at: https://henry.baw.de/bitstream/handle/20.500.11970/99972/PAS_3.pdf?sequence=1&isAllowed=y
  • KASHEFIPOUR S.M., BAKHTIARI M. 2009. Hydraulic jump in a gradualny expanding channel with different divergence angles [online]. 33 rd IAHR Congress: Water Engineering for a Sustainable Environment (IAHR) p. 91–98. [Access 10.01.2021]. Available at: https://rms.scu.ac.ir/Files/Articles/Conferences/Abstract/10180.pdf200910404950250.pdf
  • KASSYMBEKOV Z H.K., SHINIBAEV A.D. 2009. Issledovaniye razmerov promyvnoy voronki za mnogoproletnym shlyuzom-regulyatorom v zavisimosti ot sostoyaniya potoka [Study of the dimensions of the flushing funnel behind the multi-span sluice-regulator, depending on the state of the flow]. Materialy mezhdunarodnoj konferencii “Perspektivy razvitiya nauki i tekhniki”. Prague p. 22–30.
  • LEMOULT G., AIDER J. L., WESFREID J.E. 2013. Turbulent spots in a channel: Large-scale flow and self-sustainability. Journal of Fluid Mechanics. Vol. 731 р. 1–12. DOI 10.1017/JFM.2013.388.
  • MIKHALEV M.A. 2013. Modeling of channel erosion downstream spillway dams. Magazine of Civil Engineering. Vol. 37 p. 67–74. DOI 10.5862/MCE.37.10.
  • MICHALOLIAS N., KERAMARIS E., KASITEROPOULOU D., LIAKOPOULOS A., PECHLIVANIDIS G. 2018. Experiments and numerical analysis of flow in an open channel with gravel bed. Proceedings. Vol. 2(11), 581. DOI 10.3390/proceedings2110581.
  • OMID M.H., ESMAEELI V.M., NARAYANAN R. 2007. Gradually expanding hydraulic jump in a trapezoidal channel. Journal of Hydraulic Research. Vol. 45(4) p. 512–518. DOI 10.1080/00221686.2007.9521786.
  • REPETTO R., TUBINO M., PAOLA C. 2002. Planimetric instability of channels with variable width. Journal of Fluid Mechanics. Vol. 457 p. 79–109. DOI 10.1017/S0022112001007595.
  • RUSTIATI N.B., DERMAWAN V., RISPININGTATI, LIMANTARA L.M. 2017. The influence of sandy clay bed material to local scour behavior. Journal of Water and Land Development. No. 35 p. 193–202. DOI 10.1515/jwld-2017-0084.
  • SADIQ S.M. 2007. Characteristics of the hydraulic jump in trapezoidal channel section. The Journal of Environmental Studies (JES). Vol. 9 p. 53–63.
  • SHEPPARD D.M., ODEH M., PRITSIVELIS A., GLASSER T. 2004. Clearwater local scour experiments in a large flume. DOI 10.1061/40517(2000)130.
  • SHINIBAEV A.D. 2010. Issledovanie i predotvrashchenie lokal’noj erozji na otkrytyh vodoreguliruyushchih ob”ektah vodosnabzheniya [Investigation and prevention of local erosion at open water regulation facilities of the water supply system]. Abstract of PhD Thesis. Almaty. Satbayev University pp. 41.
  • SUTHERLAND S.H., SMITH B.T. 2018. Resilience Implications of Energy Storage in Urban Water Systems. Journal of Sustainable Development of Energy, Water and Environment Systems. Vol. 6(4) p. 674–693. DOI 10.13044/j.sdewes.d6.0210.
  • TREBICKA A. 2018. Efficiency and optimum decisions using the simulation of water distribution system. Journal of Ecological Engineering. Vol. 19(6) p. 254–258. DOI 10.12911/22998993/89832.
  • TSKHAI А.A., AGEIKOV V.Y. 2021. Disturbance of sustainability of the reservoir ecosystem: A model approach for assessing and forecasting the long-term process of eutrophication. Journal of Sustainable Development of Energy, Water and Environment Systems. Vol. 9(1) p. 1–16. DOI 10.13044/j.sdewes.d8.0327.
  • WU J., CHEN J., HAN Y., LI T. 2020. Study on unsteady flow based on optimized water distribution model in irrigation district. Sustainability. Vol. 12(4). DOI 10.3390/su12041580.
  • XIA H., FRENKIEL F.N. 2017. Two-dimensional turbulence in three-dimensional flows. The Physics of Fluids. Vol. 29(5) p. 64–70. DOI 10.1063/1.5000863.
  • ZHANG Q., XIA Q., LIU C.K. GENG S. 2013. Technologies for efficient use of irrigatinon water and energy in China. Journal of Integrative Agriculture. Vol. 12(8) p. 1363–1370. DOI 10.1016/S2095-3119(13)60544-4.
  • ZHURINOV M., KASSYMBEKOV Z H .K., KASSYMBEKOV G.Z H. 2019. Mastering and development hydropower in Kazakhstan. News of the Academy of Sciences of the Republic of Kazakhstan. Kazakh National Research Technical University named after K.I. Satpayev. Series of Geology and Technical Sciences. Vol. 3. No. 435 p. 219–224. DOI 10.32014/2019.2518-170X.88.
  • ZHURINOV M., KASSYMBEKOV Z H.K., DYUSSEMBEKOVA N., SIEMENS E., KASSYMBEKOV G.ZH. 2020. Testing of the prototype of mini-hydro power plants of hydrocyclone type in production conditions. News of the Academy of Sciences of the Republic of Kazakhstan. Kazakh National Research Technical University named after K.I. Satpayev. Series of Geology and Technical Sciences. Vol. 1. No. 439 p. 48–55. DOI 10.32014/2020.2518-170X.6.
Uwagi
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-49086f32-66cd-4728-9742-5a3b0462841e
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