Model help:Avulsion: Difference between revisions

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==<big><big>{{PAGENAME}}</big></big>==
==<big><big>{{PAGENAME}}</big></big>==
<span class="remove_this_tag">~3lines that describe the module</span>
This model illustrates the realistic looking deltas generated by a stochastic process.


==Model introduction==
==Model introduction==
<span class="remove_this_tag">Introduction to the module</span>
The model assumes that an avulsion happens every time step, the basin is flat-bottomed, and the grid scale is such that one cell is always filled by the river’s sediment with every time step. The model randomly generates angles from the distribution X, moves the mouth of the distributary by these angles around the coastline, and fills empty cells with sediment. A uniform distribution builds a symmetric and radial delta while the normal distribution creates a more lobe-like delta. These river-dominated delta morphologies would change with the inclusion of waves, tides, and other processes.


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==Main equations==
==Main equations==
<span class="remove_this_tag">A list of the key equations. HTML format is supported; latex format will be supported in the future</span>
* Angular position of the distributary channel after n+1 avulsions
::::{|
|width=500px|<math> \Theta _{n+1} = \Theta _{n} + X_{n} </math>
|width=50px align="right"|(1)
|}
 
<div class="NavFrame collapsed" style="text-align:left">
  <div class="NavHead">Nomenclature</div>
  <div class="NavContent">
{| {{Prettytable}} class="wikitable sortable"
!Symbol!!Description!!Unit
|-
| X
| distribution used in the equation
| -
|-
|X<sub>n</sub>
| nth realization of X (changes of angle for X distributary after the nth time step)
| -
|-
| Θ<sub>n</sub>
| current angle of X distributary before the nth time step
| -
|-
| Θ<sub>n+1</sub>
| current angle of X distributary after the nth time step
| -
|-
|}


==Notes==
==Notes==
<span class="remove_this_tag">Any notes, comments, you want to share with the user</span>
In this model, the angular position of the distributary on the delta is the sum of angular jumps (X<sub>n</sub>) that are generated from the distribution X. Regardless of the underlying physics, some probability distribution must represent this change in angle. The precise distribution will not be known, but observations of large deltas suggest that the probability of avulsing somewhere nearby is high, while the probability of larger avulsions is low (Milliman et al., 1987).
 
<span class="remove_this_tag">Numerical scheme</span>
 


==Examples==
==Examples==
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==Developer(s)==
==Developer(s)==
<span class="remove_this_tag">Name of the module developer(s)</span>
[[User:Gparker|Eric Hutton]]


==References==
==References==
<span class="remove_this_tag">Key papers</span>
* Milliman, J.D., Qin, Y.S., Ren-Meie, E., Saito, Y., 1987. Man’s influence on the erosion and transport of sediment by Asian rivers; the Yellow River (Huange) example. Journal of Geology 95 (6), 751–762.
* Hutton E. W. H., Syvitski, J. P. M., 2008. Sedflux 2.0: An advanced process-response model that generates three-dimensional stratigraphy. Computers&Geosciences, 34: 1319~1337, Doi: (http://dx.doi.org/10.1016/j.cageo.2008.02.013 10.1016/j.cageo.2008.02.013).


==Links==
==Links==
<span class="remove_this_tag">Any link, eg. to the model questionnaire, etc.</span>
[[http://csdms.colorado.edu/wiki/Model:Avulsion Model:Avulsion]


[[Category:Modules]] [[Category:Utility components]]
[[Category:Modules]]

Revision as of 11:02, 13 May 2011

The CSDMS Help System

Avulsion

This model illustrates the realistic looking deltas generated by a stochastic process.

Model introduction

The model assumes that an avulsion happens every time step, the basin is flat-bottomed, and the grid scale is such that one cell is always filled by the river’s sediment with every time step. The model randomly generates angles from the distribution X, moves the mouth of the distributary by these angles around the coastline, and fills empty cells with sediment. A uniform distribution builds a symmetric and radial delta while the normal distribution creates a more lobe-like delta. These river-dominated delta morphologies would change with the inclusion of waves, tides, and other processes.

Model parameters

Parameter Description Unit
Site prefix Site prefix for Input/Output files -
Case prefix Case prefix for Input/Output files -
Parameter Description Unit
Run duration simulation run time year
Standard deviation of avulsion angles degree
Minimum angle degree
Maximum angle degree
Number of rivers -
Bed load exponent exponent used in dividing sediment among branches -
Discharge exponent exponent used in dividing water among branches -
Parameter Description Unit
Number of grid rows number of rows in the computational grid -
Number of grid columns number of columns in the computational grid -
Spacing of grid rows spacing of rows in the computational grid m
Spacing of grid columns spacing of columns in the computational grid m
Row of hinge point -
Column of hinge point -
Parameter Description Unit
Output directory path to output files -
Interval between output files -
mean_bed_load_from_river file output file prefix for variable -
mean_water_discharge_from_river file output file prefix for variable -
Parameter Description Unit
Output directory path to output files -
Interval between output files -
Elevation file output file prefix for variable -
SedimentFlux file output file prefix for variable -
Parameter Description Unit
Model name name of the model -
Author name Name of the model author -

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

  • Angular position of the distributary channel after n+1 avulsions
[math]\displaystyle{ \Theta _{n+1} = \Theta _{n} + X_{n} }[/math] (1)