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Theoretical Stable Hydraulic Section based on the Principle of Least Action
Despite decades of effort, stable hydraulic geometry for an open channel water flow has hardly been established because of too many unknown variables for too few rational relationships. This article derives the most efficient channel cross section using calculus of variations for the given flow area...
| Autores principales: | , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
Nature Publishing Group UK
2019
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| Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6538677/ https://www.ncbi.nlm.nih.gov/pubmed/31138825 http://dx.doi.org/10.1038/s41598-019-44347-4 |