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Assessment of submerged floor water jets to minimize the scour downstream from a stepped spillway

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Because of hydraulic jump, the scour downstream a stepped spillway is the most confusing issue that endangers the overall stability of the spillway. In this paper, thirty-six exploratory runs are described to explore the impact of utilizing submerged water jets fixed in the stilling basin of a stepped spillway on the downstream scour measurements under various flow conditions. A smooth apron where the water jets are disabled is incorporated to characterize the impact of adjustments studied. Trials are performed utilizing different upstream discharges, jets arrangements, and tailwater depths. The results are analyzed and graphically presented. The experimental data are contrasted to a scour formulae developed by other specialists. Outcomes indicated that by utilizing submerged floor water jets, the maximum scour depth is decreased between 14.3 and 36.0%. Additionally, the maximum scour length is reduced by 9.7 to 42.3%. Finally, involving regression analysis, simple formulas are developed to estimate different scour parameters.
Słowa kluczowe
Wydawca
Rocznik
Tom
Strony
122--129
Opis fizyczny
Bibliogr. 33 poz., rys., tab.
Twórcy
  • Benha University, Shoubra Faculty of Engineering, PO box 11629 Shoubra, Egypt
  • National Water Research Center, Hydraulics Research Institute, P.O.Box 74, Shoubra El-Kheima 13411, Egypt
  • National Water Research Center, Hydraulics Research Institute, P.O.Box 74, Shoubra El-Kheima 13411, Egypt
Bibliografia
  • ABDEL SAMAD H., HELAL Y.E., IBRAHIM S.A., SOBEIH M.F. 2012. minimizing of scour downstream hydraulic structures using semi–circular sill. Engineering Research Journal. Vol. 35(2) p. 129–137. DOI 10.21608/erjm.2012.67127.
  • ABDELHALEEM F. 2013. Effect of semi-circular baffle blocks on local scour downstream clear-overfall weirs. Ain Shams Engineering Journal. Vol. 4 p. 675–684. DOI 10.1016/j.asej.2013.03.003.
  • ABDELHALEEM F., AMIN A., ESSAM H. 2012. Effect of corrugated bed shapes on hydraulic jump and downstream local scour. Journal of American Science. Vol. 8(5). DOI 10.1016/j.asej.2013.06.001.
  • ALI H.M., EL GENDY M.M., MIRDAN A.M.H., ALI A.A.M., ABDELHALEEM F.S.F. 2014. Minimizing downstream scour due to submerged hydraulic jump using corrugated aprons. Ain Shams Engineering Journal. Vol. 5 p. 1059–1069. DOI 10.1016/j.asej.2014.07.007.
  • AMIN A.M.A. 2015. Physical model study for mitigating local scour downstream of clear over-fall weirs. Ain Shams Engineering Journal. Vol. 6(4) p. 1143–1150. DOI 10.1016/j.asej.2015.03.013.
  • AMINPOUR Y., FARHOUDI J. 2017. Similarity of local scour profiles downstream of stepped spillways. International Journal of Civil Engineering. Vol. 15(5) p. 763–774. DOI 10.1007/s40999-017- 0168-9.
  • AMINPOUR Y., FARHOUDI J., KHALILI S., ROSHAN R. 2018. Characteristics and time scale of local scour downstream stepped spillways. Scientia Iranica A. Vol. 25(2) p. 532–542. DOI 10.24200/sci .2017.4187.
  • AMIR G., RASOUL D., REZA Z., FOROUGH A. 2016. Laboratory study of erosion control at the floor of the step-by-step overflow using microsilica and nano-material structure. Amirkabir Journal of Civil Ingeeniering. Vol. 52(4). p. 215–218. DOI 10.22060/CEEJ .2018.14919.5781.
  • ARJENAKI M.O., SANAYEI H.R.Z. 2020. Numerical investigation of energy dissipation rate in stepped spillways with lateral slopes using experimental model development approach. Modeling Earth Systems and Environment. Vol. 6 p. 605–616. DOI 10.1007/ s40808-020-00714-z.
  • BRADLEY J., PETERKA A. 1957. The hydraulic design of stilling basin. Journal of the Hydraulics Division. Vol. 83(5). DOI 10.1061/ JYCEAJ.0000126.
  • CHATILA J., JURDI B.R. 2004. Stepped spillway as an energy dissipater. Canadian Water Resources Journal. Vol. 29(3) p. 147–158. DOI 10.4296/cwrj147.
  • EGHLIDI E., BARANI G.A., QADERI K. 2020. Laboratory investigation of stilling basin slope effect on bed scour at downstream of stepped spillway: Physical modeling of Javeh RCC dam. Water Resources Management. Vol. 34(1) p. 87–100. DOI 10.1007/s11269-019- 02395-5.
  • EL-AZAB E.E.D.Y. 2014. Minimizing scour downstream of hydraulic structures using single line of floor water jets. Ain Shams Engineering Journal. Vol. 5(1) p. 17–28. DOI 10.1016/j.asej .2013.06.001.
  • EL-GAMAL M. 2001. Effect of using three-lines of angle baffles on scour downstream heading-up structure. Mansoura Engineering Journal. Vol. 26(2) p. 73–85. DOI 10.21608/bfemu.2021.144753.
  • EL-MASRY A.A. 2001a. Minimization of scour downstream heading-up structures using double line of angle baffles. In: Proceedings of Sixth International Water Technology Conference (IWTC). Alexandria, Egypt.
  • EL-MASRY A.A, SARHAN T.E. 2000. Minimization of scour downstream heading-up structure using a single line of angle baffles. Engineering Research Journal of Helwan University. Vol. 69 p. 192–207.
  • EL-MASRY A.B. 2001b. Influence of a fully angle baffled floor on scour behind a hydraulic structure. Mansoura Engineering Journal. Vol. 26(4) p. 33–44. DOI 10.21608/BFEMU.2021.146034.
  • ELNIKHELY E.A. 2018. Investigation and analysis of scour downstream of a spillway. Ain Shams Engineering Journal. Vol. 9 p. 2275–2282. DOI 10.1016/j.asej.2017.03.008.
  • ELSAEED G., ALI A.M., EL-HAZEK A.N., IBRAHEEM A.M. 2020a. Impact of bed material on the local scour downstream Fayoum type weir with various designs of floor jets. Asian Journal of Engineering and Technology. Vol. 8(1) p. 23–35. DOI 10.24203/ajet.v8i1.6062.
  • ELSAEED G., ALI A.M., EL-HAZEK A.N., IBRAHEEM A.M. 2020b. Influence of using floor jets on the local scour downstream Fayoum type weir. Asian Journal of Engineering and Technology. Vol. 8(1) p. 13–22. DOI 10.24203/ajet.v8i1.6051.
  • EMIROGLU M.E., TUNA M.C. 2011. The effect of tailwater depth on the local scour downstream of stepped-chutes. KSCE Journal of Civil Engineering. Vol. 15(5) p. 907–915. DOI 10.1007/s12205-011- 0921-6.
  • FELDER S., CHANSON H. 2011. Energy dissipation down a stepped spillway with nonuniform step heights. Journal of Hydraulic Engineering. Vol. 137(11) p. 1543–1548. DOI 10.1061/(ASCE) HY.1943-7900.0000455.
  • HABIB A., FAHMY M., TAHA N. 2016. Scour characteristics downstream converging spillways. Egyptian Journal for Engineering Sciences and Technology. Vol. 19 p. 258–266.
  • HEIDARI A., GHASSEMI P. 2014. Evaluation of step's slope on energy dissipation in stepped spillway. International Journal of Engineering and Technology. Vol. 3(4) p. 501–505. DOI 10.14419/ ijet.v3i4.3561.
  • HUSSEIN H.H., ELYASS S.S., SHAREEF S.J.S. 2009. Local scour evaluation of the downstream single step broad-crested weirs. Eleventh Scientific Conference for Foundation of Technical Education p. 198–209.
  • HELAL E. 2004. Minimizing of scour downstream hydraulic structures using semi-circular baffles. MSc. Thesis. EL Menoufia University, Civil Eng. Dept.
  • HELAL E., ABDELHALEEM F., ELSHENAWY W.A. 2020. Numerical assessment of the performance of bed water jets in submerged hydraulic jumps. Journal of Irrigation and Drainage Engineering. Vol. 146 (7), 04020014. DOI 10.1061/(ASCE)IR.1943-4774.0001475.
  • OLIVETTO G., COMUNIELLO V. 2009. Local scour downstream of positive-step stilling basins. Journal of Hydraulic Engineering. Vol. 135 (10) p. 846–851. DOI 10.1061/(ASCE)HY.1943-7900.0000078.
  • PETERKA A.J. 1978. Hydraulic design of stilling basin and energy dissipators. Engineering monographs. No. 25. United States Bureau of Reclamation Water resources technical publication. Washington, DC. U.S. Department of the Interior, Bureau of Reclamation pp. 222.
  • QIAN Z., HU X., HUAI W., AMADOR A. 2009. Numerical simulation and analysis of water flow over stepped spillways. Science in China. Ser. E: Technological Sciences. Vol. 52(7) p. 1958–1965. DOI 10.1007/s11431-009-0127-z.
  • SHAHHEYDARI H., NODOSHAN E.J., BARATI R., MOGHADAM M.A. 2015. Discharge coefficient and energy dissipation over stepped spillway under skimming flow regime. KSCE Journal of Civil Engineering. Vol. 19(4) p. 1174–1182. DOI 10.1007/s12205-013-0749-3.
  • TABBARA M., CHATILA J., AWWAD R. 2005. Computational simulation of flow over stepped spillways. Computers and Structures. Vol. 83 p. 2215–2224. DOI 10.1016/j.compstruc.2005.04.005.
  • VISCHER D., HAGER W. 1995. Energy dissipators. Hydraulic structures design manual. Rotterdam, Netherlands. IAHR Balkema. ISBN 9789054101987 pp. 208.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-12b90e2c-df20-442a-8020-88cbccbe1421
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