Separation in overflow spillways: a computational analysis

References

• Abecasis, F. M. M. (1961). Soleiras descarregadoras [Ogee spillways]. LNEC.
   Google Scholar
• Araujo Filho, M. F., & Ota, J. J. (2016). Modelagem computacional tridimensional de escoamentos em vertedouros de baixa queda [3D computational modelling of flows over low hydraulic head spillways] (Master’s thesis). Brazilian Journal of Hydraulic Research, 21(2), 360–376.
   Google Scholar
• Bazin, H. (1898). Expériences nouvelles sur l’écoulement par déversoir [Recent experiments on the flow of water over weirs]. Mémoires et documents, Annales des ponts et chaussées, 7(15), 151–264.
   Google Scholar
• Bradley, J. N. (1945). Study of flow characteristics, discharge and pressures relative to submerged dams (Report No. 182). U. S. Department of Interior.
   Google Scholar
• CEHPAR. (2001). Estudos hidráulicos em modelo reduzido no vertedouro da barragem do rio Aipim [Hydraulic studies on river Aipim dam spillway reduced model] (Report No. 01). LACTEC.
   Google Scholar
• Chanel, P. G. (2008). An evaluation of computational fluid dynamics for spillway modelling [Master’s thesis., University of Manitoba]. https://mspace.lib.umanitoba.ca/handle/1993/3112
   Google Scholar
• Chang, P. K. (1970). Separation of flow. Pergamon.
   Google Scholar
• Corps of Engineers. (1955). Hydraulic design criteria. U. S. Army.
   Google Scholar
• Creager, W. P. (1917). Masonry dams. Chapman & Hall.
   Google Scholar
• Dillman, O. (1933). Untersuchungen an überfällen [Investigation of overflows] (Report No. 7). Hydraulic Institute of Munich.
   Google Scholar
• Fadaei-Kermani, E., & Barani, G. A. (2014). Numerical simulation of flow over spillway based on the CFD method. Scientia Iranica, 21(1), 91–97.
   Web of Science ®Google Scholar
• Flow Science, I. (2016). Flow-3D user manual. Author.
   Google Scholar
• Frizell, K. W., Kubitschek, J. P., & Einhellig, R. F. (2008). Folsom dam joint federal project: Existing spillway modelling (Report No. HL-2009-02). U. S. Department of Interior.
   Google Scholar
• Grube, R., & Fill, G. M. (2008, April 21–25). Modelação matemática aplicada a análises de obras hidráulicas [Numerical modelling applied to hydraulic works analyses]. VI Brazilian symposium of small and medium hydroelectric, Belo Horizonte.
   Google Scholar
• Henderson, F. M. (1966). Open channel flow. Prentice Hall.
   Google Scholar
• Herrera-Granados, O., & Kostecki, S. W. (2016). Numerical and physical modelling of water flow over the ogee weir of the new Niedów barrage. Journal of Hydrology and Hydromechanics, 64(1), 67–74. https://doi.org/https://doi.org/10.1515/johh-2016-0013
   Web of Science ®Google Scholar
• Hirt, C. W., & Nichols, B. D. (1981). Volume of fluid (VOF) method for the dynamics of free boundaries. Journal of Computational Physics, 39(1), 201–225. https://doi.org/https://doi.org/10.1016/0021-9991(81)90145-5
   Web of Science ®Google Scholar
• Ho, D. K. H., & Riddette, K. M. (2006). Application of computational fluid dynamics to evaluate hydraulic performance of spillways in Australia. Australian Journal of Civil Engineering, 6(1), 81–104.
   Google Scholar
• Johnson, M. C., & Savage, B. M. (2006). Physical and numerical comparison of flow over ogee spillway in the presence of tailwater. Journal of Hydraulic Engineering, 132(12), 1353–1357. https://doi.org/https://doi.org/10.1061/(ASCE)0733-9429(2006)132:12(1353)
   Web of Science ®Google Scholar
• Kim, D. G., & Park, J. H. (2005). Analysis of flow structure over ogee-spillway in consideration of scale and roughness effects by using CFD model. KSCE Journal of Civil Engineering, 9(2), 161–169. https://doi.org/https://doi.org/10.1007/BF02829067
   Google Scholar
• Novak, P., Moffat, A. I. B., Nalluri, C., & Narayanan, R. (2007). Hydraulic structures (4th ed.). Taylor & Francis.
   Google Scholar
• Povh, P. H., Ota, J. J., & Camargo, A. S. G. (2003, November 23–27). Verificação experimental e numérica das pressões sobre um vertedouro de ogiva baixa para o cálculo de sua estabilidade [Experimental and numerical verification of pressures over ogee crest for its stability analyses]. XV Symposium of ABRH, Curitiba.
   Google Scholar
• Ranga Raju, K. G., & Asawa, G. L. (1977). Viscosity and surface tension effects on weir flow. Journal of the Hydraulics Division, 103(10), 1227–1231. https://doi.org/https://doi.org/10.1061/JYCEAJ.0004857
   Web of Science ®Google Scholar
• Rodi, W. (1980). Turbulence models and their application in hydraulics: A state of the art review. IAHR.
   Google Scholar
• Rouse, H. (1961). Fluid mechanics for hydraulic engineers. Dover.
   Google Scholar
• Stoesser, T. (2014). Large-eddy simulation in hydraulics: Quo Vadis? Journal of Hydraulic Research, 52(4), 441–452. https://doi.org/https://doi.org/10.1080/00221686.2014.944227
   Web of Science ®Google Scholar
• United States Bureau of Reclamation. (1960). Design of small dams. United States Government Printing Office.
   Google Scholar