Study of Dam-Break Flow Over a Vegetated Channel With and Without a Drop
Author:
Publisher
Springer Science and Business Media LLC
Subject
Water Science and Technology,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11269-023-03480-6.pdf
Reference22 articles.
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2. Fraccarollo L, Toro EF (1995) Experimental and numerical assessment of the shallow water model for two-dimensional dam-break type problems. J Hydraul Res 33:843–864. https://doi.org/10.1080/00221689509498555
3. He G, Chai J, Qin Y et al (2020) Coupled model of variable fuzzy sets and the analytic hierarchy process and its application to the social and environmental impact evaluation of dam breaks. Water Resour Manag 34:2677–2697. https://doi.org/10.1007/s11269-020-02556-x
4. Hirt CW, Nichols BD (1981) Volume of fluid (VOF) method for the dynamics of free boundaries. J Comput Phys 39:201–225. https://doi.org/10.1016/0021-9991(81)90145-5
5. Issakhov A, Borsikbayeva A, Issakhov A (2022) Dam-break flow on mobile bed through an idealized city: numerical study. Water Resour Manag. https://doi.org/10.1007/s11269-022-03253-7
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