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https://hdl.handle.net/11681/27414Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | McKnight, C. Jared | - |
| dc.contributor.author | Savant, Gaurav, 1979- | - |
| dc.contributor.author | McAlpin, Jennifer N. | - |
| dc.contributor.author | McAlpin, Tate O. | - |
| dc.date.accessioned | 2018-07-03T19:36:13Z | - |
| dc.date.available | 2018-07-03T19:36:13Z | - |
| dc.date.issued | 2018-06 | - |
| dc.identifier.govdoc | ERDC/CHL CHETN-VII-19 | - |
| dc.identifier.uri | http://hdl.handle.net/11681/27414 | - |
| dc.identifier.uri | http://dx.doi.org/10.21079/11681/27414 | - |
| dc.description | Technical Note | - |
| dc.description.abstract | This Coastal and Hydraulics Engineering Technical Note (CHETN) describes the methodology and implementation of flap gate culverts in the 2-D Shallow Water (SW2D) version of Adaptive Hydraulics (AdH). See Figure 2 for an example of this type of structure. This technical note will outline how to calculate the culvert coefficient (K) for flap gate culverts for use in AdH and present a test case detailing the implementation of the structure into AdH input files. A synopsis of the test case results is also presented. | en_US |
| dc.format.extent | 14 pages/3.025Mb | - |
| dc.format.medium | PDF/A | - |
| dc.language.iso | en | en_US |
| dc.publisher | Coastal and Hydraulics Laboratory (U.S.) | en_US |
| dc.relation.ispartofseries | Technical Note (Engineer Research and Development Center (U.S.)) ; no. ERDC/CHL CHETN-VII-19 | - |
| dc.rights | Approved for public release; distribution is unlimited. | - |
| dc.source | This Digital Resource was created in Microsoft Word and Adobe Acrobat. | - |
| dc.subject | Culverts--Flaps | en_US |
| dc.subject | Hydraulic models | en_US |
| dc.title | Modeling Flap Gate Culverts in Adaptive Hydraulics (AdH) | en_US |
| dc.type | Report | en_US |
| Appears in Collections: | Technical Note | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| ERDC-CHL CHETN-VII-19.pdf | 3.1 MB | Adobe PDF |  View/Open |