Reference:Reference-023878: Difference between revisions
From CSDMS
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|Year=2022-01 | |Year=2022-01 | ||
|Journal=Journal of Waterway, Port, Coastal, and Ocean Engineering | |Journal=Journal of Waterway, Port, Coastal, and Ocean Engineering | ||
|Booktitle= | |Booktitle= | ||
|Volume=148 | |Volume=148 | ||
|Pages= | |Pages= | ||
|URL=https://ascelibrary.org/doi/10.1061/%28ASCE%29WW.1943-5460.0000685 | |URL=https://ascelibrary.org/doi/10.1061/%28ASCE%29WW.1943-5460.0000685 | ||
|DOI=10.1061/(ASCE)WW.1943-5460.0000685 | |DOI=10.1061/(ASCE)WW.1943-5460.0000685 | ||
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|MS_PublicationClusterID=0 | |MS_PublicationClusterID=0 | ||
|Semantic_ID=e44a145fcd03c6a9ef5beec1e5550ac45de492a7 | |Semantic_ID=e44a145fcd03c6a9ef5beec1e5550ac45de492a7 | ||
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|PublicationWhatKindOf=a module application description | |PublicationWhatKindOf=a module application description | ||
|PublicationNrofModels=a single module | |PublicationNrofModels=a single module | ||
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Latest revision as of 10:49, 12 November 2024
| Author(s) | Elsayed, Saber M.; Gijsman, Rik; Schlurmann, Torsten; Goseberg, Nils; | |
| BibType | journalArticle | |
| Title | Nonhydrostatic Numerical Modeling of Fixed and Mobile Barred Beaches: Limitations of Depth-Averaged Wave Resolving Models around Sandbars | |
| Editors | ||
| Year | 2022-01 | |
| Journal | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| Booktitle | ||
| Volume | 148 | |
| Pages | ||
| URL | https://ascelibrary.org/doi/10.1061/%28ASCE%29WW.1943-5460.0000685 | |
| DOI | 10.1061/(ASCE)WW.1943-5460.0000685 | |
| ISBN | ||
| Note | Auto downloaded ref at: 2024-08-30
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| Feature reference | No | |
| PublicationClusterID | 0 | |
| MS_PublicationClusterID | 0 | |
| Semantic_ID | e44a145fcd03c6a9ef5beec1e5550ac45de492a7 | |
| Nr of citations | 8 | |
| Sort of publication | a module application description | |
| Sort of model publication | a single module | |
| Is the CSDMS HPC used | No | |
| If HPC is used, for what project was it?: | ||
| Associated simulation movie if any: |
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| Model(s) discussed: | XBeach
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