Numerical Solution of Fully Developed Flow with Vegetative Resistance
By V. Neary. 2003
123 citations recorded by the source corpus.
Subfields: Computational Mechanics, Environmental Engineering, Global and Planetary Change
View Paper: https://www.semanticscholar.org/paper/28b0a7525980fb7132136937d3b1c11cb7731a87
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In Computational Mechanics
In Environmental Engineering
In Global and Planetary Change
Citations in the corpus
- Modification of Two-Equation Models to Account for Plant Drag (2006, unknown): “with ‘analytically’ derived values of the transition coefficients αϕp and αϕd presented in Table 3. However, a number of authors have used different values both for these coefficients and for ones in the TKE equation either neglecting the additional dissipation (Yamada 1982; Wang and Takle 1995; Hip”
- Modeling the interaction between flow and highly flexible aquatic vegetation (2010, methodology): “, 2003] as well as modeling work [e.g., López and García, 2001; Stoesser et al., 2009; Neary, 2003; Nepf, 1999] studied the effect of vegetation on hydraulic resistance.”
- On inducing equations for vegetation resistance (2007, background): “(uvk + uv0) (√ av + u(2)v0 − uv0 ) (42)”