[1] Levi, L.E. (2001) El agua según la ciencia. Asociación Mexicana de Hidráulica. Instituto Mexicano de Tecnología del Agua. Jiutepec, Morelos, México.
[2] Ewah, E.G., Nyah, E.E., Antigha, R.A. and Egbe, J.G. (2018) Experimental Investigation of Energy Dissipation in Hydraulic Jump: A Comparison of Weir and Level Bedded Constricted Flume. International Journal of Engineering Trends and Technology, 61, 6-13.
[3] Youngkyu, K., Gyewoon, C., Hyoseon, P. and Seongjoon, B. (2015) Hydraulic Jump and Energy Dissipation with Sluice Gate. Water, 7, 5115-5133.
https://doi.org/10.3390/w7095115
[4] Kumar, G.S., Mehta, R.C. and Dwivedi, V.K. (2013) Modeling of Relative Length and Relative Energy Loss of Free Hydraulic Jump in Horizontal Prismatic Channel. Procedia Engineering, 51, 529-537.
https://doi.org/10.1016/j.proeng.2013.01.075
[5] Bélanger, J.B. (1849) Notes sur le cours dhydraulique Notes on a course in hydraulics. Mém. EcoleNat. Ponts et Chaussées, Paris, France, 1849-1850.
[6] Bakhmeteff, B.A. (1932) Hydraulics of Open Channels. McGraw-Hill, New York.
[7] Bradley, J.N. and Peterka, A.J. (1957) The Hydraulic Design of Stilling Basins: Stilling Basin with Sloping Apron (Basin V). Journal of the Hydraulics Division, 83, 1-32.
[8] Chow, V.T. (1959) Open-Channel Hydraulics. McGraw-Hill, New York.
[9] Henderson, F.M. (1966) Open Channel Flow. MacMillan, New York.
[10] Herbrand, K. (1973) The Spatial Hydraulic Jump. Journal of Hydraulic Research, 11, 205-218.
https://doi.org/10.1080/00221687309499774
[11] Bhutto, H.B.G. (1987) Hydraulic Jump Control and Energy Dissipation. PhD Thesis, Mehran University of Engineering & Technology, Jamshoro.
[12] Hager, W.H. (1992) Energy Dissipators & Hydraulic Jumps. Kluwer Academic Publication, Dordrecht, The Netherlands, 151-173.
https://doi.org/10.1007/978-94-015-8048-9
[13] Rajaratnam, N. and MacDougall, R.K. (1983) Erosion by Plane Wall Jets with Minimum Tail Water. Journal of Hydraulic Engineering, 109, 1061-1064.
https://doi.org/10.1061/(ASCE)0733-9429(1983)109:7(1061)
[14] Gardea, V.H. (1999) Hidráulica de canales. Facultad de Ingeniería, UNAM. México, D.F.
[15] Sotelo, A.G. (2002) Hidráulica de canales. Facultad de Ingeniería de la Universidad Nacional Autónoma de México. Ciudad de México, México.
[16] Chanson, H. (2006) Minimum Specific Energy and Critical Flow Conditions in Open Channels. Journal of Irrigation and Drainage Engineering, 132, 498-502.
https://doi.org/10.1061/(ASCE)0733-9437(2006)132:5(498)
[17] Chow, V.T. (2004) Hidráulica de canales abiertos. McGraw-Hill, Bogotá, Colombia.
[18] Vatankhah, R.A. and Valiani, A. (2011) Analytical Inversion of Specific Energy Depth Relationship in Channels with Parabolic Cross Sections. Journal des Sciences Hydrologiques, 56, 834-840.
https://doi.org/10.1080/02626667.2011.583250
[19] Mundo, M.M. (2014) Diseno y construcción de una canal económico en el laboratorio de hidráulica de la Facultad de Ingeniería de la UNACH. Congreso Latinoamericano de Hidráulica, Santiago de Chile.
[20] Mundo, M.M. (2018) Volumetric Measuring of Sediment in a Transportable Prismatic Channel. Revista Internacional de contaminación Ambiental, 34, 173-176.
[21] Villón, B.M. (2016) H-Canales 3.1. Manual de usuario. Lima, Perú.