Model:ENTRAIN: Difference between revisions
From CSDMS
m (typos) |
m (Text replacement - "{{End headertab}}" to "{{End headertab}} {{{{PAGENAME}}_autokeywords}}") |
||
(48 intermediate revisions by 2 users not shown) | |||
Line 1: | Line 1: | ||
{{ | {{Model identity | ||
| | |Model type=Single | ||
}} | }} | ||
{{Start models incorporated}} | |||
{{End a table}} | |||
{{Model identity2 | |||
|ModelDomain=Terrestrial | |||
|One-line model description=Simulates critical shear stress of median grain sizes | |||
|Extended model description=Calculates the critical shear stress for entrainment of the median size of each size-density fraction of a bed using Yalin and Karahan formulation, assuming no hiding | |||
}} | |||
{{Start model keyword table}} | |||
{{Model keywords | |||
|Model keywords=sediment entrainment | |||
}} | |||
{{End a table}} | |||
{{Modeler information | |||
|First name=Rudy | |||
|Last name=Slingerland | |||
|Type of contact=Model developer | |||
|Institute / Organization=Penn State University | |||
|Postal address 1=503A Deike Building | |||
|Town / City=University Park | |||
|Postal code=16802 | |||
|Country=United States | |||
|State=Pennsylvania | |||
|Email address=sling@geosc.psu.edu | |||
|Phone=814 865-6892 | |||
|Fax=814 865-3191 | |||
}} | |||
{{Model technical information | |||
|Supported platforms=Unix, Linux, Mac OS, Windows | |||
|Programming language=Fortran77 | |||
|Code optimized=Single Processor | |||
|Start year development=1992 | |||
|Does model development still take place?=No | |||
|End year development=1994 | |||
|DevelopmentCode=As is, no updates are provided | |||
|DevelopmentCodeYearChecked=2020 | |||
|Model availability=As code | |||
|Source code availability=Through CSDMS repository | |||
|Source csdms web address=https://github.com/csdms-contrib/midas | |||
|Program license type=Other | |||
|Program license type other=-- | |||
|Memory requirements=<512MB | |||
|Typical run time=A few seconds | |||
}} | |||
{{Input - Output description | |||
|Describe input parameters=Boundary Reynolds Number and Grain Size | |||
|Input format=ASCII | |||
|Describe output parameters=Critical shear stress for entrainment of a noncohesive grain from a homogenous bed | |||
|Output format=ASCII | |||
|Pre-processing software needed?=No | |||
|Post-processing software needed?=No | |||
|Visualization software needed?=Yes | |||
|Other visualization software=Any software that can read ASCII data | |||
}} | |||
{{Process description model | |||
|Describe processes represented by the model=-- | |||
|Describe key physical parameters and equations=Uses Yalin and Karahan formulation for calculating the Shield's critical shear stress of the bed | |||
|Describe length scale and resolution constraints=-- | |||
|Describe time scale and resolution constraints=-- | |||
|Describe any numerical limitations and issues=-- | |||
}} | |||
{{Model testing | |||
|Describe available calibration data sets=See Slingerland et al. (1994) | |||
}} | |||
{{Users groups model}} | |||
{{Documentation model | |||
|Manual model available=No | |||
}} | |||
{{Additional comments model}} | |||
{{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/100114 | |||
|DOI assigned to model version=0.1 | |||
|DOI-year assigned to model version=1994 | |||
|DOI-filelink=https://csdms.colorado.edu/pub/models/doi-source-code/midas-10.1594.IEDA.100147-0.1.tar.gz | |||
}} | |||
{{Start coupled table}} | |||
{{End a table}} | |||
{{End headertab}} | |||
{{{{PAGENAME}}_autokeywords}} | |||
<!-- Edit the part above to update info on other papers --> | <!-- Edit the part above to update info on other papers --> | ||
==Introduction== | |||
== History == | |||
: | == References == | ||
<br>{{AddReferenceUploadButtons}}<br><br> | |||
{{#ifexist:Template:{{PAGENAME}}-citation-indices|{{{{PAGENAME}}-citation-indices}}|}}<br> | |||
{{Include_featured_references_models_cargo}}<br> | |||
== Issues == | |||
== | == Help == | ||
{{#ifexist:Model_help:{{PAGENAME}}|[[Model_help:{{PAGENAME}}]]|}} | |||
== Input Files == | |||
== Output Files == | |||
Latest revision as of 20:19, 16 September 2020
ENTRAIN
Metadata
|
|
Introduction
History
References
Nr. of publications: | 2 |
Total citations: | 31 |
h-index: | 1 |
m-quotient: | 0.03 |
Featured publication(s) | Year | Model described | Type of Reference | Citations |
---|---|---|---|---|
Slingerland, R.L.; Furlong, K.; Harbaugh, J.; 2008. Simulating Clastic Sedimentary Basins/Physical Fundamentals and Computing Procedures. In: (eds.).. 352. (View/edit entry) | 2008 | 2DFLOWVEL BEDLOAD DELTA ENTRAIN ENTRAINH FLDTA LITHFLEX1 LITHFLEX2 LOGDIST LONGPRO MIDAS SETTLE STORM STVENANT SUSP SVELA TURB WAVEREF WINDSEA YANGs |
Model application | 31 |
Slingerland, R.L.; 1994. ENTRAIN, version 0.1.. , , https://csdms.colorado.edu/pub/models/doi-source-code/midas-10.1594.IEDA.100147-0.1.tar.gz. 10.1594/IEDA/100114 (View/edit entry) | 1994 | ENTRAIN |
Source code ref. | 0 |
See more publications of ENTRAIN |