From: Longitudinal and lateral diffusion of solute transport in flow with rigid vegetation
References | Empirical equations for free flow | Diffusion coefficients (DL, Dy, cm2/s)* |
---|---|---|
Elder [32] | \(D_{{_{L} }} = 5.93hu_{ * }\) | 341.00 |
Fisher [33] | \(D_{L} = 0.11\left( {\frac{{w^{2} }}{h}} \right)\left( {\frac{{u^{2} }}{{u_{ * } }}} \right)\) | 1.72–6.89 |
Liu [34] | \(D_{L} = \beta \frac{{w^{2} u^{2} }}{{hu_{ * } }}\beta = 0.18\left( {\frac{{u_{ * } }}{u}} \right)^{1.5}\) | 21.25–29.91 |
Seo and Cheng [35] | \(D_{L} = 5.915hu_{ * } \left( {\frac{w}{h}} \right)^{0.62} \left( {\frac{u}{{u_{ * } }}} \right)^{1.428}\) | 76.71–206.42 |
Kashefipour and Falconer [36] | \(D_{L} = 10.612hu\frac{u}{{u_{ * } }}\) | 41.52–166.07 |
\(D_{L} = \left[ {7.428 + 1.775\left( {\frac{w}{h}} \right)^{0.62} \left( {\frac{{u_{ * } }}{u}} \right)^{0.572} } \right]hu\frac{u}{{u_{{_{*} }} }}\) | 52.08–178.19 | |
GA model [37] | \(D_{L} = 2\left( {\frac{w}{h}} \right)^{0.96} \left( {\frac{u}{{u_{ * } }}} \right)^{1.25}\) | 41.71–99.19 |
Li et al. [38] | \(D_{y} = 0.062\left( {\frac{w}{h}} \right)^{0.277} hu_{ * }\) | 4.32 |
Deng et al. [39] | \(D_{y} = 0.16hu_{ * }\) | 9.12 |