CMS-Flow/Structures: Difference between revisions
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{{DISPLAYTITLE:CMS Structures | {{DISPLAYTITLE:CMS Structures (DRAFT)}} | ||
= Background = | = Background = | ||
Use of Rubble | Use of four structure types (Rubble Mounds, Culverts, Weirs, and Tide Gates) with the Coastal Modeling System was introduced in 2013. The implementation for Rubble Mounds was not integrated into the Surface-water Modeling System (SMS) interface until SMS 13.0. A few minor adjustments to this interface were made in version 13.3 of the SMS. There were delays in the implementation of the other three structure types, however, version 13.4 of the SMS will fully implement all four structure types. | ||
=SMS Implementation of CMS-Flow Structures= | |||
* [[CMS-Flow/RubbleMounds|Rubble Mound Structures]] | |||
* [[CMS-Flow/Weirs|Weirs]] | |||
* [[CMS-Flow/Culverts|Culverts]] | |||
* [[CMS-Flow/TideGates|Tide Gates]] | |||
= Documentation = | = Documentation = | ||
A technical note was started in 2024 for the newer implementation of Rubble Mounds. With the implementation of the other structures being imminent in SMS 13.4, the material Rubble Mounds will be incorporated into a larger Special Report in FY25 that covers all four structures. The original methods for implementing these structures in CMS are covered by the technical notes listed below. | |||
{| class="wikitable" | {| class="wikitable" | ||
|- | |- | ||
| | | 2013 ||ERDC/CHL Technical Note || [https://erdc-library.erdc.dren.mil/xmlui/handle/11681/1989 Implementation of Structures in the CMS: Part I, Rubble Mound] | ||
|- | |||
| 2013 ||ERDC/CHL Technical Note || [https://erdc-library.erdc.dren.mil/xmlui/handle/11681/1991 Implementation of Structures in the CMS: Part II, Weir] | |||
|- | |||
| 2013 ||ERDC/CHL Technical Note || [https://erdc-library.erdc.dren.mil/xmlui/handle/11681/1983 Implementation of Structures in the CMS: Part III, Culvert] | |||
|- | |||
| 2013 ||ERDC/CHL Technical Note || [https://erdc-library.erdc.dren.mil/xmlui/handle/11681/2000 Implementation of Structures in the CMS: Part IV, Tide Gate] | |||
|- | |- | ||
| | | 2025 ||ERDC/CHL Special Report || Implementation of Structures for CMS Applications in SMS 13.4+ (in progress) | ||
|} | |} | ||
Last update 9/24/2024 | |||
[[CMS#Documentation Portal | Back to Documentation Portal]] | [[CMS#Documentation Portal | Back to Documentation Portal]] |
Revision as of 15:55, 24 September 2024
Background
Use of four structure types (Rubble Mounds, Culverts, Weirs, and Tide Gates) with the Coastal Modeling System was introduced in 2013. The implementation for Rubble Mounds was not integrated into the Surface-water Modeling System (SMS) interface until SMS 13.0. A few minor adjustments to this interface were made in version 13.3 of the SMS. There were delays in the implementation of the other three structure types, however, version 13.4 of the SMS will fully implement all four structure types.
SMS Implementation of CMS-Flow Structures
Documentation
A technical note was started in 2024 for the newer implementation of Rubble Mounds. With the implementation of the other structures being imminent in SMS 13.4, the material Rubble Mounds will be incorporated into a larger Special Report in FY25 that covers all four structures. The original methods for implementing these structures in CMS are covered by the technical notes listed below.
2013 | ERDC/CHL Technical Note | Implementation of Structures in the CMS: Part I, Rubble Mound |
2013 | ERDC/CHL Technical Note | Implementation of Structures in the CMS: Part II, Weir |
2013 | ERDC/CHL Technical Note | Implementation of Structures in the CMS: Part III, Culvert |
2013 | ERDC/CHL Technical Note | Implementation of Structures in the CMS: Part IV, Tide Gate |
2025 | ERDC/CHL Special Report | Implementation of Structures for CMS Applications in SMS 13.4+ (in progress) |
Last update 9/24/2024