Model:FluidMud: Difference between revisions

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{{Model identity
|Model type=Single
}}
{{Model identity2
|ModelDomain=Coastal
|One-line model description=Wave-phase resolving numerical model for fluid mud transport
|Extended model description=This is a 1DV wave-phase resolving numerical model for fluid mud transport based on mixture theory with boundary layer approximation. The model incorporates turbulence-sediment interaction, gravity-driven flow, mud rheology, bed erodibility and the dynamics of floc break-up and aggregation.
}}
{{Start model keyword table}}
{{Model keywords
|Model keywords=fluid mud transport
}}
{{End a table}}
{{Modeler information
{{Modeler information
|First name=Tian-Jian
|First name=Tian-Jian
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|Postal code=FL
|Postal code=FL
|State=Florida
|State=Florida
|Country=USA
|Country=United States
|Email address=thsu@ufl.edu
|Email address=thsu@ufl.edu
|Phone=3523739394
|Phone=3523739394
}}
{{Model identity
|Model type=Single
|Categories=Coastal
|One-line model description=Wave-phase resolving numerical model for fluid mud transport
|Extended model description=This is a 1DV wave-phase resolving numerical model for fluid mud transport based on mixture theory with boundary layer approximation. The model incorporates turbulence-sediment interaction, gravity-driven flow, mud rheology, bed erodibility and the dynamics of floc break-up and aggregation.
}}
}}
{{Model technical information
{{Model technical information
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|Does model development still take place?=Yes
|Does model development still take place?=Yes
|Model availability=As code
|Model availability=As code
|Source code availability=Through owner
|Program license type=Other
|Program license type=Other
|Program license type other=--
|Program license type other=--
|OpenMI compliant=No but possible
|CCA component=No but possible
|IRF interface=No but possible
|Memory requirements=~2Mb
|Memory requirements=~2Mb
|Typical run time=Few hours
|Typical run time=Few hours
}}
}}
{{Input - Output description
{{Input - Output description
|Describe input parameters=Measured or artificially generated wave and current forcing. Floc diameter, density. Downslope gravity. Vertical grid mesh. Erodibility. Parameters for Bingham rheology.  
|Describe input parameters=Measured or artificially generated wave and current forcing. Floc diameter, density. Downslope gravity. Vertical grid mesh. Erodibility. Parameters for Bingham rheology.
|Input format=ASCII
|Input format=ASCII
|Describe output parameters=Major quantities: mud floc concentration, flow velocity in longshelf and cross-shelf direction. Other quantities: TKE, turbulent dissipation rate, floc size (if floc dynamics turn on), bottom stress.  
|Describe output parameters=Major quantities: mud floc concentration, flow velocity in longshelf and cross-shelf direction. Other quantities: TKE, turbulent dissipation rate, floc size (if floc dynamics turn on), bottom stress.
|Output format=ASCII
|Output format=ASCII
|Pre-processing software needed?=No
|Pre-processing software needed?=No
|Post-processing software needed?=Yes
|Post-processing software needed?=Yes
|Describe post-processing software=Typical Matlab or Excell plotting  
|Describe post-processing software=Typical Matlab or Excell plotting
|Visualization software needed?=Yes
|Visualization software needed?=Yes
|If above answer is yes=Matlab
|If above answer is yes=Matlab
}}
}}
{{Process description model
{{Process description model
|Describe processes represented by the model=wave-current boundary layer and fluid mud transport. dilute suspension. wave-supported gravity-driven mudflow. turbulence modulation due to sediment. tidal-driven fluid mud transport. Floc dynamics. Rheology.  
|Describe processes represented by the model=wave-current boundary layer and fluid mud transport. dilute suspension. wave-supported gravity-driven mudflow. turbulence modulation due to sediment. tidal-driven fluid mud transport. Floc dynamics. Rheology.
|Describe key physical parameters and equations=mixture equations (derived from two-phase theory with fine sediment assumption). k-epsilon closure derived from two-phase theory. Bingham rheology. Floc property is based on fractal structure. Bottom boundary condition for mud is based on type I erosion.  
|Describe key physical parameters and equations=mixture equations (derived from two-phase theory with fine sediment assumption). k-epsilon closure derived from two-phase theory. Bingham rheology. Floc property is based on fractal structure. Bottom boundary condition for mud is based on type I erosion.
|Describe length scale and resolution constraints=Wave-current BL, lengthscale ~1 m nearbed, grid size ~1mm; Tidal BL: lengthscale 10 m, grid size 1cm  
|Describe length scale and resolution constraints=Wave-current BL, lengthscale ~1 m nearbed, grid size ~1mm; Tidal BL: lengthscale 10 m, grid size 1cm
|Describe time scale and resolution constraints=Wave-current BL: timescale ~10 min; time step ~0.01 sec; Tidal BL: timescale days and time step 10 s  
|Describe time scale and resolution constraints=Wave-current BL: timescale ~10 min; time step ~0.01 sec; Tidal BL: timescale days and time step 10 s
|Describe any numerical limitations and issues=--
|Describe any numerical limitations and issues=--
}}
}}
{{Model testing
{{Model testing
|Describe available calibration data sets=AMASSED; STRATAFORM; EUROSTRATAFORM  
|Describe available calibration data sets=AMASSED; STRATAFORM; EUROSTRATAFORM
|Describe available test data sets=AMASSED; STRATAFORM; EUROSTRATAFORM  
|Describe available test data sets=AMASSED; STRATAFORM; EUROSTRATAFORM
|Describe ideal data for testing=--
|Describe ideal data for testing=
}}
}}
{{Users groups model
{{Users groups model
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}}
}}
{{Documentation model
{{Documentation model
|Provide key papers on model if any=Hsu, Traykovski, and Kineke, 2007. J. Geophys. Res., 112, C04011.
|Provide key papers on model if any=Key Papers:
Other manuscript in preparation
* '''T.-J.Hsu, P.A.Traykovski, and G.C.Kineke, 2007. On modeling boundary layer and gravity-driven fluid mud transport. Journal of Geophysical Research, 112, C04011. Doi: ([http://dx.doi.org/10.1029/2006JC003719 10.1029/2006JC003719]).'''
|Manual model available=No
|Manual model available=No
}}
}}
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|Comments=--
|Comments=--
}}
}}
{{Infobox Model
{{CSDMS staff part
|model name              = FluidMud
|OpenMI compliant=No but possible
|developer                = '''Hsu''', Tian-Jian
|CCA component=No but possible
|one-line-description    = Wave-phase resolving numerical model for fluid mud transport 
|IRF interface=No but possible
|type                    = Model
|CMT component=No but possible
|source                  = [[image:Red1.png]]
}}
}}
{{Start coupled table}}
{{End a table}}
{{End headertab}}
{{{{PAGENAME}}_autokeywords}}
{{NOINDEX}}
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== History ==
== History ==


== Papers ==
== References  ==
<br>{{AddReferenceUploadButtons}}<br><br>
{{#ifexist:Template:{{PAGENAME}}-citation-indices|{{{{PAGENAME}}-citation-indices}}|}}<br>
{{Include_featured_references_models_cargo}}<br>


== Issues ==
== Issues ==


== Help ==
== Help ==
{{#ifexist:Model_help:{{PAGENAME}}|[[Model_help:{{PAGENAME}}]]|}}


== Input Files ==
== Input Files ==
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== Output Files ==
== Output Files ==


== Download ==
== Source ==
[[Category:Coastal]]
[[Category:Source code not available]]
[[Category:Source code not available]]

Latest revision as of 20:14, 16 September 2020



FluidMud


Metadata

Also known as
Model type Single
Model part of larger framework
Note on status model
Date note status model
Spatial dimensions
Spatial extent
Model domain Coastal
One-line model description Wave-phase resolving numerical model for fluid mud transport
Extended model description This is a 1DV wave-phase resolving numerical model for fluid mud transport based on mixture theory with boundary layer approximation. The model incorporates turbulence-sediment interaction, gravity-driven flow, mud rheology, bed erodibility and the dynamics of floc break-up and aggregation.
Keywords:

fluid mud transport,

Name Tian-Jian Hsu
Type of contact Model developer
Institute / Organization University of Florida
Postal address 1 365 Weil Hall
Postal address 2
Town / City Gainesville
Postal code FL
State Florida
Country United States
Email address thsu@ufl.edu
Phone 3523739394
Fax


Supported platforms
Linux, Windows
Other platform
Programming language

Fortran77

Other program language
Code optimized Single Processor
Multiple processors implemented
Nr of distributed processors
Nr of shared processors
Start year development 2005
Does model development still take place? Yes
If above answer is no, provide end year model development
Code development status
When did you indicate the 'code development status'?
Model availability As code
Source code availability
(Or provide future intension)
Source web address
Source csdms web address
Program license type Other
Program license type other --
Memory requirements ~2Mb
Typical run time Few hours


Describe input parameters Measured or artificially generated wave and current forcing. Floc diameter, density. Downslope gravity. Vertical grid mesh. Erodibility. Parameters for Bingham rheology.
Input format ASCII
Other input format
Describe output parameters Major quantities: mud floc concentration, flow velocity in longshelf and cross-shelf direction. Other quantities: TKE, turbulent dissipation rate, floc size (if floc dynamics turn on), bottom stress.
Output format ASCII
Other output format
Pre-processing software needed? No
Describe pre-processing software
Post-processing software needed? Yes
Describe post-processing software Typical Matlab or Excell plotting
Visualization software needed? Yes
If above answer is yes Matlab
Other visualization software


Describe processes represented by the model wave-current boundary layer and fluid mud transport. dilute suspension. wave-supported gravity-driven mudflow. turbulence modulation due to sediment. tidal-driven fluid mud transport. Floc dynamics. Rheology.
Describe key physical parameters and equations mixture equations (derived from two-phase theory with fine sediment assumption). k-epsilon closure derived from two-phase theory. Bingham rheology. Floc property is based on fractal structure. Bottom boundary condition for mud is based on type I erosion.
Describe length scale and resolution constraints Wave-current BL, lengthscale ~1 m nearbed, grid size ~1mm; Tidal BL: lengthscale 10 m, grid size 1cm
Describe time scale and resolution constraints Wave-current BL: timescale ~10 min; time step ~0.01 sec; Tidal BL: timescale days and time step 10 s
Describe any numerical limitations and issues --


Describe available calibration data sets AMASSED; STRATAFORM; EUROSTRATAFORM
Upload calibration data sets if available:
Describe available test data sets AMASSED; STRATAFORM; EUROSTRATAFORM
Upload test data sets if available:
Describe ideal data for testing


Do you have current or future plans for collaborating with other researchers? Yes
Is there a manual available? No
Upload manual if available:
Model website if any
Model forum / discussion board
Comments --


This part will be filled out by CSDMS staff

OpenMI compliant No but possible
BMI compliant No but possible
WMT component No but possible
PyMT component
Is this a data component
Can be coupled with:
Model info
Authors
Tian-Jian Hsu
Source code
Model citations
Nr. of publications: --
Total citations: 0
h-index: --"--" is not a number.
m-quotient: 0
QR-code
Qrcode FluidMud.png
Link to this page
Other models by author

Template:FluidMud autokeywords


Introduction

History

References



Nr. of publications: --
Total citations: 0
h-index: --"--" is not a number.
m-quotient: 0


See more publications of FluidMud

Issues

Help

Input Files

Output Files

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