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 \quad \leq \psi_w <250 \\
&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.

References


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