CMS-Flow:Ripple Dimensions: Difference between revisions
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H_{r,w} = \left\{\begin{align} | H_{r,w} = \left\{\begin{align} | ||
&0.22A_w \quad \quad for \ \psi_w < 10 \\ | &0.22A_w \quad \quad for \ \psi_w < 10 \\ | ||
&2.8 \ x\ 10^{-13}(250 - \psi_w)^5 A_w \quad for \ 10 \ | &2.8 \ x\ 10^{-13}(250 - \psi_w)^5 A_w \quad for \ 10 \ \leq \psi_w <250 \\ | ||
&0 \quad \quad \quad \quad \quad for \ 250 \leq \psi_w | &0 \quad \quad \quad \quad \quad for \ 250 \leq \psi_w | ||
\end{align} \right.</math>|4}} | \end{align} \right.</math>|4}} |
Revision as of 20:57, 6 November 2014
The bed forms calculated by CMS are the wave- and current-related ripples. The ripple height (used to calculate the mixing layer thickness) is estimated as the maximum of the current- and wave-related ripple heights
(1) |
The current-related ripple height and length are calculated as (Soulsby 1997)
(2) |
(3) |
The wave-related ripple height and length are calculated using the expressions proposed by van Rijn (1984b, 1989):
(4) |
(5) |
where:
- Aw = semi-orbital excurision =
- = wave mobility parameter =
- d50 = median grain size [m]
- s = sediment specific gravity [-]
- g = gravitational constant (9.81 m/s2)
- uw = bottom orbital velocity [m/s] (for random waves uw =
- T = wave period [s] (for random waves T = Tp).
The current- and wave-related ripple height and length are used in calculating the bed form roughness for use in the Lund-CIRP transport formula.