Model:YANGs: Difference between revisions
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{{Model identity2 | {{Model identity2 | ||
| | |ModelDomain=Terrestrial | ||
|One-line model description=Fluvial sediment transport model | |One-line model description=Fluvial sediment transport model | ||
|Extended model description=Calculates the total sediment transport rate in an open channel assuming a median bed grain size | |Extended model description=Calculates the total sediment transport rate in an open channel assuming a median bed grain size | ||
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|Town / City=University Park | |Town / City=University Park | ||
|Postal code=16802 | |Postal code=16802 | ||
|Country=United States | |||
|State=Pennsylvania | |State=Pennsylvania | ||
|Email address=sling@geosc.psu.edu | |Email address=sling@geosc.psu.edu | ||
|Phone=814 865-6892 | |Phone=814 865-6892 | ||
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|Does model development still take place?=No | |Does model development still take place?=No | ||
|End year development=1994 | |End year development=1994 | ||
|DevelopmentCode=As is, no updates are provided | |||
|DevelopmentCodeYearChecked=2020 | |||
|Model availability=As code | |Model availability=As code | ||
|Source code availability=Through CSDMS repository | |Source code availability=Through CSDMS repository | ||
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{{Documentation model | {{Documentation model | ||
|Manual model available=No | |Manual model available=No | ||
}} | }} | ||
{{Additional comments model}} | {{Additional comments model}} | ||
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|OpenMI compliant=No but possible | |OpenMI compliant=No but possible | ||
|IRF interface=No but possible | |IRF interface=No but possible | ||
|CMT component= | |CMT component=No but possible | ||
|CCA component=No but possible | |CCA component=No but possible | ||
}} | }} | ||
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|DOI assigned to model version=0.1 | |DOI assigned to model version=0.1 | ||
|DOI-year assigned to model version=1994 | |DOI-year assigned to model version=1994 | ||
|DOI-filelink= | |DOI-filelink=https://csdms.colorado.edu/pub/models/doi-source-code/yangs-10.1594.IEDA.100184-0.1.tar.gz | ||
}} | }} | ||
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<!-- Edit the part above to update info on other papers --> | <!-- Edit the part above to update info on other papers --> | ||
==Introduction== | ==Introduction== | ||
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== References == | == References == | ||
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== Issues == | == Issues == |
Latest revision as of 20:19, 16 September 2020
YANGs
Metadata
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|
Introduction
History
References
Nr. of publications: | 3 |
Total citations: | 123 |
h-index: | 2 |
m-quotient: | 0.06 |
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 |
Yang, Chih Ted; Wan, Schenggan; 1991. Comparisons of Selected Bed‐Material Load Formulas. Journal of Hydraulic Engineering, 117, 973–989. 10.1061/(ASCE)0733-9429(1991)117:8(973) (View/edit entry) | 1991 | YANGs |
Model overview | 92 |
Slingerland, R.L.; 1994. YANGs, version 0.1.. , , https://csdms.colorado.edu/pub/models/doi-source-code/yangs-10.1594.IEDA.100184-0.1.tar.gz. 10.1594/IEDA/100184 (View/edit entry) | 1994 | YANGs |
Source code ref. | 0 |
See more publications of YANGs |