Model help:SteadyStateAg: Difference between revisions
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<div id=CMT_MODEL_PARAMETERS> | <div id=CMT_MODEL_PARAMETERS> | ||
==Model parameters== | ==Model parameters== | ||
= | = Input Files and Directories = | ||
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!Parameter!!Description!!Unit | !Parameter!!Description!!Unit | ||
|-valign="top" | |-valign="top" | ||
|width="20%"| | |width="20%"|Input directory | ||
|width="60%"| | |width="60%"|path to input files | ||
|width="20%"| | |width="20%"| | ||
|- | |||
|Site prefix | |||
|Site prefix for Input/Output files | |||
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|Case prefix | |||
|Case prefix for Input/Output files | |||
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|} | |} | ||
= | = Run Parameters = | ||
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|- | |- | ||
!Parameter!!Description!!Unit | !Parameter!!Description!!Unit | ||
|-valign="top" | |-valign="top" | ||
|width="20%"| | |width="20%"|Mean annual bed material sediment feed rate | ||
|width="60%"| | |width="60%"| | ||
|width="20%"|< | |width="20%"|Mt / yr | ||
|- | |||
|Reach length (downchannel distance) | |||
| | |||
| km | |||
|- | |||
|Rate of sea level rise | |||
| | |||
| mm / yr | |||
|- | |||
|Bankfull water discharge | |||
| | |||
| m<sup>3</sup> / s | |||
|- | |||
|Floodplain width | |||
| | |||
| km | |||
|- | |||
|Grain size | |||
| grain diameter | |||
| mm | |||
|- | |||
|Fraction wash load deposited per unit bed material deposited | |||
| | |||
| - | |||
|- | |||
|Channel-forming Shield number | |||
| | |||
| - | |||
|- | |||
|Coefficient in Engelund-Hansen bed material load relation | |||
| | |||
| - | |||
|- | |||
|Bed porosity | |||
| | |||
| - | |||
|- | |||
|Flood intermittence | |||
| | |||
| - | |||
|- | |||
|Chezy resistance coefficient | |||
| | |||
| - | |||
|- | |||
|Channel sinuosity | |||
| | |||
| - | |||
|- | |||
|Submerged specific gravity of seidment | |||
| | |||
| - | |||
|- | |||
|Initial water surface elevation | |||
| | |||
| m | |||
|- | |||
|Time interval for plotting | |||
| | |||
| yr | |||
|- | |||
|Number of prints desired | |||
| | |||
| - | |||
|- | |||
|} | |} | ||
= | = About = | ||
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!Parameter!!Description!!Unit | |||
|-valign="top" | |||
|width="20%"|Model name | |||
|width="60%"|name of the model | |||
|width="20%"| - | |||
|- | |||
|Author name | |||
|name of the model author | |||
| - | |||
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<headertabs/> | <headertabs/> | ||
==Uses ports== | ==Uses ports== |
Revision as of 12:06, 6 May 2011
SteadyStateAg
This model is a calculator for approach to equilibrium in recirculating and feed flumes
Model introduction
This program implements the calculation for steady-state aggradation of a sand-bed river in response to sea level rise at a constant rate.
Model parameters
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]\displaystyle{ S_{u}= {\frac{R C_{f} ^ \left ( {\frac{1}{2}}\right )} {\alpha _{EH} \tau _{form} ^*}} {\frac{Q_{tbf,feed}}{Q_{bf}}} }[/math] (1)
[math]\displaystyle{ {\frac{S}{S_{u}}} = \left ( 1 - \beta \hat{x}\right ) }[/math] (2)
[math]\displaystyle{ \hat{\eta} = {\frac{\eta_{dev}}{L}} }[/math] (3)
[math]\displaystyle{ \hat{x} = {\frac{x}{L}} }[/math] (4)
[math]\displaystyle{ \beta = {\frac{ \left (1 - \lambda _{p} \right ) B_{f} \dot{\xi} _{d} L}{I_{f} \Omega \left ( 1 + \Lambda \right ) Q_{tbf,feed}}} }[/math] (5)
[math]\displaystyle{ \hat{\eta} = S_{u} [ \left ( 1 - {\frac{1}{2}} \beta \right ) - \hat{x} + {\frac{1}{2}} \beta \hat{x} ^2 ] }[/math] (6)
[math]\displaystyle{ \eta = \xi _{do} + \dot{\xi} _{d} t + \eta _{dev} \left ( x \right ) }[/math] (7)
[math]\displaystyle{ {\frac{B_{bf}}{D}} = {\frac{C_{f}}{\alpha _{EH} \left ( \tau _{form} ^* \right ) ^ \left ( 2.5 \right ) }} {\frac{Q_{tbf}}{\sqrt { R g D } D^2}} }[/math] (8)
[math]\displaystyle{ {\frac{H}{D}} = {\frac{\alpha _{EH} \left ( \tau _{form} ^* \right ) ^2}{C_{f} ^ \left ({\frac{1}{2}} \right )}} {\frac{Q_{bf}}{Q_{tbf}}} }[/math] (9)
[math]\displaystyle{ {\frac{Q_{tbf}}{Q_{tbf,feed}}} = 1 - \beta \hat{x} }[/math] (10)
Nomenclature
Symbol | Description | Unit |
---|---|---|
Gt,feed | mean annual bed material sediment feed rate | Mt / year |
L | reach length (downchannel distance) | km |
Lv | reach length (downvalley distance) | km |
dξd / dt | rate of sea level rise | mm / year |
Qbf | bankfull water discharge | m3 / s |
Bf | floodplain width | km |
D | grain size | mm |
Λ | fraction wash load deposited per unit material load deposited | kg/m3 |
Qtbf,feed | volume bed material sediment transport rate during flood time | - |
C | volume concentration of bed material load | - |
BMSS | flood concentration of bed material load | mg / L |
Su | upstream slope | - |
β | an coefficient to adjust L to make sure that this parameter < 1. If β> 1 then the sediment transport drops to 0 before reaching the delta | - |
τform * | channel-forming Shields number | - |
αEH | coefficient in Engelund-Hansen bed material load relation | - |
λp | bed porosity | - |
If | flood intermittency | - |
Cz | Chezy resistance coefficient | - |
Ω | channel sinuosity | - |
R | submerged specific gravity of sediment | - |
ξdo | water surface elevation at t = 0 | - |
Δt | time interval for plotting | year |
xhat | dimensionless downstream coordinate | - |
x | downstream coordinate | km |
Qtbf | volume bed material transport during flood stage | m3 / s |
Sl | bed slope | - |
ξhat | dimensionless deviatoric bed elevation | - |
ξdev | deviatoric bed elevation | m |
Bbf | bankfull channel width | m |
Hbf | bankfull channel depth | m |
η | bed elevation | m |
T | channel-forming Shields number | - |
X | initial water surface elevation | m |
t | time interval for plotting | yr |
p | number of prints | - |
Notes
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)
Name of the module developer(s)
References
Key papers
Links
Any link, eg. to the model questionnaire, etc.