Open Access
Issue
E3S Web Conf.
Volume 603, 2025
International Symposium on Green and Sustainable Technology (ISGST 2024)
Article Number 01013
Number of page(s) 7
Section Environmental Technology
DOI https://doi.org/10.1051/e3sconf/202560301013
Published online 15 January 2025
  1. Z. Feng, C. Xu, Y. Zuo, X. Luo, L. Wang, H. Chen, X. Xie, D. Yan, T. Liang, Analysis of water quality indexes and their relationships with vegetation using self-organizing map and geographically and temporally weighted regression. Environmental Research 216, 114587 (2023). https://doi.Org/10.1016/j.envres.2022.114587 [CrossRef] [Google Scholar]
  2. W. M. Van Dijk, R. Teske, W.I. Van De Lageweg, M. G. Kleinhans, Effects of vegetation distribution on experimental river channel dynamics. Water Resources Research 49, 7558–7574 (2013). https://doi.org/10.1002/2013WR013574 [CrossRef] [Google Scholar]
  3. P. M. Rowiński, K. Västilä, J. Aberle, J. Järvelä, M. B. Kalinowska, How vegetation can aid in coping with river management challenges: A brief review. Ecohydrology & Hydrobiology 18, 345–354 (2018). https://doi.Org/10.1016/j.ecohyd.2018.07.003 [CrossRef] [Google Scholar]
  4. A. Vargas-Luna, R. Benifei, L. Solari, M. V. Oorschot, G. Geerling, Effect of vegetation on floods: The case of the River Magra. (2015). https://doi.Org/10.13140/RG.2.1.3057.8004. [Google Scholar]
  5. T. Tsujimoto, Fluvial processes in streams with vegetation. Journal of Hydraulic Research 37, 789–803 (1999). https://doi.org/10.1080/00221689909498512 [CrossRef] [Google Scholar]
  6. F. P. Lugina, T. Uchida, M. Hatono, Effect of channel meander on flow resistance. J. JSCE, Ser. B1 77, I_865–I_870 (2021). https://doi.Org/10.2208/jscejhe.77.2I865 [CrossRef] [Google Scholar]
  7. F. P. Lugina, T. Uchida, Y. Kawahara, Numerical Calculations for Curved Open Channel Flows with Advanced Depth-Integrated Models. KSCE J Civ Eng (2024). https://doi.org/10.1007/s12205-024-1431-7. [Google Scholar]
  8. H. K. Ghamry, P. M. Steffler, Two-dimensional depth-averaged modeling of flow in curved open channels. Journal of Hydraulic Research 43, 44–55 (2005). https://doi.org/10.1080/00221680509500110 [CrossRef] [Google Scholar]
  9. M. Wang, E. Avital, T. Korakianitis, J. Williams, K. Ai, A numerical study on the influence of curvature ratio and vegetation density on a partially vegetated U-bend channel flow. Advances in Water Resources 148, 103843 (2021). https://doi.org/10.1016/j.advwatres.2020.103843 [CrossRef] [Google Scholar]
  10. T. Fischer-Antze, T. Stoesser, P. Bates, N. R. B. Olsen, 3D numerical modelling of open-channel flow with submerged vegetation. Journal of Hydraulic Research 39, 303–310 (2001). https://doi.org/10.1080/00221680109499833 [CrossRef] [Google Scholar]
  11. T. Uchida, S. Fukuoka, Numerical calculation for bed variation in compoundmeandering channel using depth integrated model without assumption of shallow water flow. Advances in Water Resources 72, 45–56 (2014). https://doi.org/10.1016/j.advwatres.2014.05.002 [CrossRef] [Google Scholar]
  12. T. Uchida, S. Fukuoka, Quasi-3D two-phase model for dam-break flow over movable bed based on a non-hydrostatic depth-integrated model with a dynamic rough wall law. Advances in Water Resources 129, 311–327 (2019). https://doi.org/10.1016/j.advwatres.2017.09.020 [CrossRef] [Google Scholar]
  13. T. Uchida, S. Fukuoka, A. Thanos, N. Papanicolaou, A. G. Tsakiris, Nonhydrostatic Quasi-3D Model Coupled with the Dynamic Rough Wall Law for Simulating Flow over a Rough Bed with Submerged Boulders. J. Hydraul. Eng. 142, 04016054 (2016). https://doi.org/10.1061/(ASCE)HY.1943-7900.0001198 [Google Scholar]
  14. S. J. Bennett, T. Pirim, B. D. Barkdoll, Using simulated emergent vegetation to alter stream flow direction within a straight experimental channel. Geomorphology 44, 115126 (2002). https://doi.org/10.1016/S0169-555X(01)00148-9 [CrossRef] [Google Scholar]
  15. T. Uchida, T. Ato, D. Kobayashi, M. F. Maghrebi, Y. Kawahara, Hydrodynamic forces on emergent cylinders in non-uniform flow. Environ Fluid Mech 22, 1355–1379 (2022). https://doi.org/10.1007/s10652-022-09898-7 [CrossRef] [Google Scholar]
  16. Y. S. M. Simanjuntak, T. Uchida, T. Inoue, Three-dimensional flow effects to simulate flows in a strongly curved channel with partly emergent rigid vegetation. Journal of JSCE 12, 23–16082 (2024). https://doi.org/10.2208/joumalofisce.23-16082 [Google Scholar]
  17. F. R. Menter, Two-equation eddy-viscosity turbulence models for engineering applications. AIAA Journal 32, 1598–1605 (1994). https://doi.org/10.2514/3.12149 [CrossRef] [Google Scholar]
  18. W. Wu, S. S. Y. Wang, “A depth-averaged two-dimensional numerical model of flow and sediment transport in open channels with vegetation” in Water Science and Application, S. J. Bennett, A. Simon, Eds. (American Geophysical Union, 2004), pp. 253–265. https://doi.org/10.1029/008WSA18 [CrossRef] [Google Scholar]

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