https://orcid.org/0000-0001-9905-3003
References
- Zarfl C, Lumsdon AE, Berlekamp J, et al. A global boom in hydropower dam construction. Aquat Sci. 2015;77(1):161–170.
- Gordon JL. Vortices at intakes. Water Power. 1970;22(4):137–138.
- Reddy YR, Pickford JA. Vortices at Intakes in Conventional Sumps. 1972; 24(3): 108–109 .
- Rindels AJ, Gulliver JS (1983). An experimental study of critical submergence to avoid free-surface vortices at vertical intakes. project report N° 167. Saint Anthony Falls Laboratory. University of Minnesota. Saint Paul, Minneapolis, Minnesota.
- Pennino BJ, Pennino BJ (1980). A Synthesis of model data for pumped storage intakes. Proceedings of the American Society of Mechanical Engineers Fluids Conference Pump Turbine Schemes. Chicago, Illinois.
- Walker K (2016) Intake vortex formation and supression at hydropower facilities. science and technology program. Final Report ST-2016-6359-1. United States Bureau of Reclamation. Denver, USA.
- Knauss J. Swirling flow problems at intakes. Rotterdam: Netherland: A. A. Balkema; 1987.
- Apaza NF (2012). Influencia del espaciamiento entre las láminas de rejillas usadas como elemento de disipación de vórtices en tomas de agua sumergidas. Master´s thesis (In Spanish). Instituto Superior Politécnico José Antonio Echeverría: Cuba.
- Kuroiwa JM, Zubiaur MA. Use of trashracks as anti vortex structures at submerged intakes. world environmental and water resources congress 2007. Florida: American Society of Civil Engineers (ASCE). Tampa; 2007. doi:10.1061/40927(243)248
- Zubiaur MA (2011). Estudio del uso de rejillas como dispositivo antivórtice en tomas sumergidas (in Spanish). Master of Science Thesis – Hydraulic Engineering. Universidad Nacional de Ingeniería, Perú.
- Zubiaur MAY, Kuroiwa JM Reducción De Ingreso De Vórtices De Aire En Tomas Sumergidas Mediante El Uso De Rejillas (in Spanish).XXV Hydraulics Latin American Congress. San Jose, Costa Rica.International Association of Hydraulic Research; 2012.
- Tastan K, Yıldırım N. Effects of intake geometry on the occurrence of a free-surface vortex. J Hydraul Eng. 2018;144(4):04018009.
- Suerich-Gulick F, Gaskin SJ, Villeneuve M, et al. Characteristics of free surface vortices at low-head hydropower intakes. J Hydraul Eng. 2014;140(3):291–299.
- Anwar HO, Weller JA, Amphlett MB. Similarity of free-vortex at horizontal intake. J Hydraul Res. 1978;16(2):95–105.
- Amiri SM, Zarrati AR, Roshan R, et al. Surface vortex prevention at power intakes by horizontal plates. Proc Inst Civ Eng Water Manage. 2011;164(4):193–200.
- Möller G, Detert M, Boes RM. Vortex-induced air entrainment rates at intakes. J Hydraul Eng. 2015;141(11):04015026.
- Rincón AM (2022) Estudio en modelo físico sobre vórtices de superficie libre afectados por el perfil de entrada en tomas sumergidas (in Spanish). Tesis para obtener el título profesional de ingeniero civil. School of Civil Engineering. Universidad Nacional de Ingeniería. Lima: Perú.
- Anwar H 0. Formation of a weak vortex. J Hydraul Res. 1966;4(1):1–16.
- Sarkardeh H, Zarrati AR, Roshan R. Effect of intake head wall and trash rack on vortices. J Hydraul Res. 2010;48(1):108–112.
- Daggett LL, Keulegan GH. Similitude in free-surface vortex formations. J Hydr Eng Div -ASCE. 1974;100(11): 1565–1581.
- Yang J, Liu T, Bottacin A, et al. Effects of intake-entrance profiles on free-surface vortices. J Hydraul Res. 2014;52(4):523–531.