2022
DOI: 10.1016/j.ecss.2021.107694
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Numerical investigation of the effects of distributary bathymetry and roughness on tidal hydrodynamics of Wax Lake region under calm conditions

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Cited by 6 publications
(3 citation statements)
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“…The Manning's n bottom friction scheme was chosen due to its capability to yield lower drag coefficients compared to the Chezy formulation, particularly in deep waters. The specific Manning coefficient value used is 0.023 m -1/3 s (Shafiei et al, 2022;Feizabadi et al, 2023). Feizabadi et al 10.3389/fmars.2024.1387180…”
Section: Numerical Modelmentioning
confidence: 99%
“…The Manning's n bottom friction scheme was chosen due to its capability to yield lower drag coefficients compared to the Chezy formulation, particularly in deep waters. The specific Manning coefficient value used is 0.023 m -1/3 s (Shafiei et al, 2022;Feizabadi et al, 2023). Feizabadi et al 10.3389/fmars.2024.1387180…”
Section: Numerical Modelmentioning
confidence: 99%
“…The WLAD system is a frequently modeled landscape [e.g. Liang et al, 2015;Hiatt and Passalacqua, 2017;Xing et al, 2017;Christensen et al, 2020;Olliver and Edmonds, 2021;Shafiei et al, 2021] and exemplifies many of the complex morphological features our method is designed to tackle: channel widths that span a range of scales O(10 1 − 10 3 m), dendritic and loopy network structures, substantial amounts of channelwetland connectivity [Hiatt and Passalacqua, 2015], and leveed or otherwise hydrologicallyinactive regions adjacent to important flow conduits. While every riverine landscape is ultimately different with unique challenges for designing a model, we think the WLAD application provides a good general example in which to test our methodology.…”
Section: Study Site: Wax Lake and Atchafalaya Deltasmentioning
confidence: 99%
“…We illustrate our proposed workflow toward the development of a hydrodynamic model of the WLAD system in coastal Louisiana (Figure 1). The WLAD system is a frequently modeled landscape (e.g., Christensen et al., 2020; Hiatt & Passalacqua, 2017; Liang et al., 2015; Olliver & Edmonds, 2021; Shafiei et al., 2021; Xing et al., 2017) and exemplifies many of the complex morphological features our method is designed to tackle: channel widths that span a range of scales scriptO)(101103m $\mathcal{O}\left(1{0}^{1}-1{0}^{3}m\right)$, dendritic and loopy network structures, substantial amounts of channel‐wetland connectivity (Hiatt & Passalacqua, 2015), and leveed or otherwise hydrologically inactive regions adjacent to important flow conduits. While every riverine landscape is ultimately different with unique challenges for designing a model, we think the WLAD application provides a good general example in which to test our methodology.…”
Section: Introductionmentioning
confidence: 99%