Model:Pllcart3d: Difference between revisions
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{{Model identity | |||
|Model type=Single | |||
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{{Model identity2 | |||
|ModelDomain=Hydrology, Terrestrial | |||
|Spatial dimensions=3D | |||
|One-line model description=3D numerical simulation of confined miscible flows | |||
|Extended model description=Nonlinear three dimensional simulations of miscible Hele-Shaw flows using DNS of incompressible Navier-Stokes and transport equations. | |||
}} | |||
{{Start model keyword table}} | |||
{{Model keywords | |||
|Model keywords=micible Hele-Shaw flow | |||
}} | |||
{{End a table}} | |||
{{Modeler information | {{Modeler information | ||
|First name=Rafael | |First name=Rafael | ||
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|Postal code=93106 | |Postal code=93106 | ||
|State=California | |State=California | ||
|Country= | |Country=United States | ||
|Email address=rafael@engr.ucsb.edu | |Email address=rafael@engr.ucsb.edu | ||
|Phone=805-893-6107 | |Phone=805-893-6107 | ||
}} | }} | ||
{{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 | |Source code availability=Through CSDMS repository | ||
|Source csdms web address=https://github.com/csdms-contrib/pllcart3d | |||
|Program license type=GPL v2 | |Program license type=GPL v2 | ||
|Memory requirements=approximately: 1.5 million nodes requires 1Gbyte | |Memory requirements=approximately: 1.5 million nodes requires 1Gbyte | ||
}} | }} | ||
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Flags: resume simulation, add wave perturbation. | Flags: resume simulation, add wave perturbation. | ||
|Input format=ASCII | |Input format=ASCII | ||
|Describe output parameters=Velocities and concentration fields of the particles are stored to binary files at given time steps. | |Describe output parameters=Velocities and concentration fields of the particles are stored to binary files at given time steps. | ||
|Output format=Binary | |Output format=Binary | ||
|Pre-processing software needed?=No | |Pre-processing software needed?=No | ||
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}} | }} | ||
{{Process description model | {{Process description model | ||
|Describe processes represented by the model=The code models the evolution of a diffusive interface and the instabilities that arises when a less viscous fluid pushes a more viscous one in a confined rectangular geometry. | |Describe processes represented by the model=The code models the evolution of a diffusive interface and the instabilities that arises when a less viscous fluid pushes a more viscous one in a confined rectangular geometry. | ||
|Describe key physical parameters and equations=Incompressible Navier-Stokes equations coupled to a convective-diffusive equation to describe the concentration field of the particles. | |Describe key physical parameters and equations=Incompressible Navier-Stokes equations coupled to a convective-diffusive equation to describe the concentration field of the particles. | ||
|Describe length scale and resolution constraints=In its current state, the code is restricted to low Reynolds number and Peclet number of order 1000. | |Describe length scale and resolution constraints=In its current state, the code is restricted to low Reynolds number and Peclet number of order 1000. | ||
}} | }} | ||
{{Model testing}} | {{Model testing}} | ||
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}} | }} | ||
{{Additional comments model}} | {{Additional comments model}} | ||
<!-- PLEASE USE THE | {{CSDMS staff part | ||
|OpenMI compliant=No but possible | |||
|IRF interface=No but possible | |||
|CMT component=No but possible | |||
|CCA component=No but possible | |||
}} | |||
{{DOI information | |||
|DOI model=10.1594/IEDA/100151 | |||
|DOI assigned to model version=0.1 | |||
|DOI-year assigned to model version=2011 | |||
|DOI-filelink=https://csdms.colorado.edu/pub/models/doi-source-code/pllcart3d-10.1594.IEDA.100151-0.1.tar.gz | |||
}} | |||
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<!-- PLEASE USE THE "EDIT WITH FORM" BUTTON TO EDIT ABOVE CONTENTS; CONTINUE TO EDIT BELOW THIS LINE --> | |||
==Introduction== | ==Introduction== | ||
== History == | == History == | ||
== | == 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 == | ||
== Output Files == | == Output Files == | ||
Latest revision as of 20:16, 16 September 2020
Pllcart3d
Metadata
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Introduction
History
References
Nr. of publications: | 2 |
Total citations: | 67 |
h-index: | 1 |
m-quotient: | 0.04 |
Featured publication(s) | Year | Model described | Type of Reference | Citations |
---|---|---|---|---|
Di Silvio, Giampaolo; Marion, Andrea; 1997. “TRANSFER FUNCTION FOR THE DEPOSITION OF POORLY SORTED GRAVEL IN RESPONSE TO STREAMBED AGGRADATION”: Carlos M. Toro-escobar, Gary Parker and Chris Paola, Journal of Hydraulic Research, vol. 34, 1996, No. 1,pp. 35-53.. Journal of Hydraulic Research, 35, 563–566. 10.1080/00221689709498411 (View/edit entry) | 1997 | Pllcart3d |
Model overview | 67 |
See more publications of Pllcart3d |