CMS-Flow:Ripple Dimensions: Difference between revisions
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\end{align} \right.</math>|4}} | \end{align} \right.</math>|4}} | ||
{{Equation|<math> | |||
L_{r,w} = \left\{\begin{align} | |||
&1.25 A_w \quad \quad for \ \psi_w < 10 \\ | |||
&1.4 \ x \ 10^{-6}(250 - \psi_w)^{2.5} \quad for \ 10 \leq \psi_w < 250\\ | |||
&0 \quad \quad \quad \quad for \ 250 \leq \psi_w\end{align} | |||
\right.</math>|5}} | |||
where: | |||
: A<sub>w</sub> = semi-orbital excurision = <math>\frac{u_w T}{2 \pi} [m/s]</math> | |||
:<math>\psi_w</math> = wave mobility parameter = <math> \frac{u_w ^2}{(s-1)gd_{50}}[-]</math> | |||
:d<sub>50</sub> = median grain size [m] | |||
:s sediment specific gravity [-] | |||
:g = gravitational constant (9.81 m/s<sup>2</sup>) | |||
:u<sub>w</sub> = bottom orbital velocity [m/s] (for random waves u<sub>w</sub> = <math>\sqrt{2} u_{rms})</math> | |||
:T = wave period [s] (for random waves T = T<sub>p</sub>). | |||
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. | |||
= References = | = References = |
Revision as of 20:05, 27 October 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.