Modelling streamline curvature effects in explicit algebraic Reynolds stress turbulence models

By S. Wallin, Arne V. Johansson. 2002

140 citations recorded by the source corpus.

Subfields: Computational Mechanics, Environmental Engineering

View Paper: https://www.semanticscholar.org/paper/f7b3ed6f397a6854b31e0652ababd32341244d7a

Citations in the corpus

• Two-dimensional free surface flow numerical model for vertical slot fishways (2010, unknown): “(1) as aij = −2 yT k Sij (5) The physical limitations are (Wallin and Johansson 2002) − 2 3 ≤ aij 4 3 for i = j (6) aij ∣∣ ∣∣ ≤ 1 for i = j (7) In 2D depth-integrated cases, the three coefficients are: a11 = −2 yT k ∂U ∂x (8) a12 = −2 yT k 1 2 ∂U ∂y + ∂V ∂x ( ) (9) a22 = −2 yT k ∂V ∂y = −a11…”