Model help:RouseVanoniEquilibrium

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RouseVanoniEquilibrium

This Program is used to calculate the Rouse-Vanoni profile of suspended sediment.

Model introduction

This model is working as a profile calculator for Rouse-Vanoni Equilibrium Suspended Sediment.

Model parameters

First tab header

Second tab header

Etc. tab header

Parameter	Description	Unit
First parameter	Description parameter	[Units]

Parameter	Description	Unit
First parameter	Description parameter	[Units]

Uses ports

This will be something that the CSDMS facility will add

Provides ports

This will be something that the CSDMS facility will add

Main equations

<math>{\frac{c}{c_{b}}} = \left ( {\frac{\left ( 1 - \sigma \right ) / \sigma}{\left ( 1 - \sigma \right ) / \sigma _{b} }}\right ) ^ {\frac{V_{s}}{\kappa u_{*}}} </math>

(1)

<math>\sigma = {\frac{z}{H}} </math>

(2)

<math>\sigma _{b} = {\frac{b}{H}} </math>

(3)

<math>\bar{c_{b} } = E </math>

(4)

Nomenclature

Symbol	Description	Unit
H	water depth	-
ζ	vertical coordinate in the cross section, ζ = 0 on the bed surface and ζ = H on the water surface	-
ζb	position near the bed surface where the volumetric concentration of suspended sediment is equal to Cb	-
u*	shear velocity	-
vs	particle settling velocity computed with the formulation presented by Dietrich (1982)	-
c	concentration of suspended sediment in the water column at elevation ζ averaged over turbulence.	-
k	the constant of VonKarman, set equal to 0.4	-
b	non-dimensional near-bed distance, defined as ζb / H	-
cb	concentration of suspended sediment in the water column at ζ = ζb averaged over turbulence.	-

Output

Symbol	Description	Unit
z	non-dimensional vertical coordinate, defined as ζ / H	-

Notes

To compute the equilibrium profile the user can choose between:

a) the grid of the excel workbook RTe-bookRouseSpreadsheetFun.xls. This grid has 22 points in the vertical direction. The lowest 19 are equally spaced between z = b and z = b + 18(1-b)/19. The upper three points are located at z = 0.98, z = 0.995 and z = 1, where the concentration of suspended sediment goes to zero.

b) an equally spaced grid with a user specified number of points in the vertical.

Examples

An example run with input parameters, BLD files, as well as a figure / movie of the output

Follow the next steps to include images / movies of simulations:

• Upload file: http://csdms.colorado.edu/wiki/Special:Upload
• Create link to the file on your page: [[Image:<file name>]].

See also: Help:Images or Help:Movies

Developer(s)

Gary Parker

References

Dietrich, E. W., 1982, Settling velocity of natural particles, Water Resources Research, 18 (6), 1626-1982.

Links

[Model:RouseVanoniEquilibrium]