Investigating the numerical modeling of the effect of direct and lateral congress overflows in channels on the discharge coefficient

Author:

Kayal HamidrezaORCID,Fazeli MeysamORCID

Publisher

Selva Andina Research Society

Reference48 articles.

1. 1. Crookston BM, Tullis BP. Discharge efficiency of reservoir-application-specific labyrinth weirs. J Irrig Drain Eng 2012;138(6):564-8. DOI: https://doi.org/10.1061/(ASCE)IR.1943-4774.000045

2. 2. Crookston BM, Tullis B. Hydraulic design and analysis of labyrinth weirs. I: discharge relationshippps. J Irrig Drain Eng 2013;139(5):363-70. https://doi.org/10.1061/(ASCE)IR.1943-4774.000055

3. 3. Hager WH, Pfister M, Tullis BP. Labyrinth weirs: developments until 1985. In: Hager WH, Pfister M, Tullis BP, editors. E-Proceedings of the 36th IAHR World Congress 28 June - 3 July 2015. Center for Public Works Studies and Experimentation [Internet]. Netherlands: International Association of Hydro-Environmental Engineering and Research

4. 2015 [cited 2023 May 13]. p. 1-9. Retrieved from: https://scholar.google.com.bo/scholar?q=Hager+WH,+Pfister+M,+Tullis+BP.+Labyrinth+Weirs:+Development+until+1985&hl=es&as_sdt=0&as_vis=1&oi=scholart

5. 4. Gentilini B. Stramazzi con cresta a pianta obliqua ea zig-zag. Memorie e Studi del Regio Politecnico di Milano 1940;48:1-12.

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