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- 15:05, 30 October 2024 CMS-Wave/Structures v2 (hist | edit) [6,434 bytes] Rdchlmeb (talk | contribs) (Created page with "{{DISPLAYTITLE:CMS-Wave Structures for SMS 13.2 and later}} {{TOC right}} For each of these test cases, we take a simple 20x20 square cartesian grid with non-variable resolution. The bathymetry is constant 3 meters deep except for the center 4x4 selection of cells which have an elevation of 1 meter. It is these center 4x4 selection of cells which will vary for each of the different structure types in some fashion. A link to the input files is available in each section...")
- 20:21, 28 October 2024 CMS-Wave/Structures v1 (hist | edit) [6,078 bytes] Rdchlmeb (talk | contribs) (Created page with "A Simple Square-structure Example for the following types. Click the link for input files specific to that type. * No structure modifications * Bathymetry modification * Floating Breakwater * Highly-permeable Breakwater * Semi-permeable Breakwater * Rubble Mound * Runup * Wall Breakwater = No Structure (default) = Image of the model bathymetry. File:Square-structure.png|300px|alt=Simple bathymetry shown with '''NO''' structures indicated.|Simple bathymetry shown with...")
- 19:38, 28 October 2024 CMS-Wave Structures (hist | edit) [565 bytes] Rdchlmeb (talk | contribs) (Created page with "Similar to CMS-Flow, CMS-Wave can operate with a few different structures. There have been two different implementations of how to reproduce these structures within the SMS interface: * SMS 13.2 and previous * SMS 13.3 and later Click one of the links above to see pages specific to those different structure implementations. Each page for the SMS versions will have links to a set of files available for download that...")
- 21:40, 8 October 2024 GenCade 2.0 Users Guide (hist | edit) [60,612 bytes] Rdchlmeb (talk | contribs) (Created page with "{{TOC right}} =Getting Started = This GenCade guide was last updated in April 2024. Most of the screenshots used in this guide were created with the SMS version 13.3.9. Developers are constantly upgrading the SMS and GenCade executables, so the graphics in a future version may look slightly different than the visuals included in this user guide. A very simple example can be found here. This example shows all steps necessary to produce results and in...")
- 17:20, 26 September 2024 JALBTCX/PFECERITable (hist | edit) [3,011 bytes] RDCHLSLS (talk | contribs) (Created page with "'''The following table displays the attribute table field definitions from the CERI table as created in Step 2a.''' {{DISPLAYTITLE:Profile Feature Extraction: CERI Attribute Table Definitions}} {| class="wikitable" | colspan="5" |'''Fields Created via Step 2a''' |- |'''Column Alias''' |'''Column Definition''' | |'''Column Alias''' |'''Column Definition''' |- |Trans_ID |Transect ID from Transect Feature Class | |PW |Protective Width |- |H_Unit |Horizontal Unit (Fe...") Tag: Visual edit
- 17:15, 26 September 2024 JALBTCX/PFEStep4b (hist | edit) [2,975 bytes] RDCHLSLS (talk | contribs) (Created page with "{{DISPLAYTITLE:Profile Feature Extraction: Step 4b - Create CERI Points}} alt=A screenshot of a step of the Profile Feature Extraction Toolbox, Step 4b, Create CERI Points. All inputs are blank and are mentioned below in the report. |thumb|444x444px|Figure 17. Step 4b: Create CERI Points Geoprocessing Pane. Red asterisks indicate required values. '''Summary:''' This step uses the CERI table and transects generated in previous steps and creates a CERI...") Tag: Visual edit
- 17:10, 26 September 2024 JALBTCX/PFEStep4a (hist | edit) [1,695 bytes] RDCHLSLS (talk | contribs) (Created page with "{{DISPLAYTITLE:Profile Feature Extraction: Step 4a - Summarize CERI}} alt=A screenshot of a step of the Profile Feature Extraction Toolbox, Step 4a, Summarize CERI. All inputs are blank and are mentioned below in the report. |frame|Figure 16. Step 4a: Summarize CERI Geoprocessing Pane. Red asterisks indicate required values. '''Summary:''' This step intakes previously generated CERI table(s) and summarizes individual field(s) from those tables into...") Tag: Visual edit
- 17:06, 26 September 2024 JALBTCX/PFEStep3b (hist | edit) [2,497 bytes] RDCHLSLS (talk | contribs) (Created page with "{{DISPLAYTITLE:Profile Feature Extraction: Step 3b - Calculate CERI with Specified Waves and Elevation}} alt=A screenshot of a step of the Profile Feature Extraction Toolbox, Step 3b, Calculate CERI with Specified Wave and Elevation. All inputs are blank and are mentioned below in the report. |thumb|627x627px|Figure 15. Step 3b. Calculate CERI with Specified Wave and Elevation Geoprocessing Window. Red asterisks indicate required values. '''Summary...") Tag: Visual edit
- 17:04, 26 September 2024 JALBTCX/PFEStep3 (hist | edit) [3,762 bytes] RDCHLSLS (talk | contribs) (Created page with "{{DISPLAYTITLE:Profile Feature Extraction: Step 3 - Calculate CERI}} alt=A screenshot of a step of the Profile Feature Extraction Toolbox, Step 3, Calculate CERI. All inputs are blank and are mentioned below in the report. |thumb|478x478px|Figure 13. Step 3: Calculate CERI Geoprocessing Pane. Red asterisks indicate required values. '''Summary''': This step uses feature characteristics from generated CERI tables along with wave and storm surge data t...") Tag: Visual edit
- 16:22, 26 September 2024 JALBTCX/PFEStep2d (hist | edit) [2,705 bytes] RDCHLSLS (talk | contribs) (Created page with "{{DISPLAYTITLE:Profile Feature Extraction: Step 2d - Edit and Plot Dune Features}} alt=A screenshot of a step of the Profile Feature Extraction Toolbox, Step 2d, Edit and Plot Dune Features. All inputs are blank and are mentioned below in the report. |thumb|405x405px|Figure 12. Step 2d. Edit and Plot Dune Features Geoprocessing Pane. Red asterisks indicate required values. '''Summary:''' This step supports profile feature editing and generates an i...") Tag: Visual edit
- 16:19, 26 September 2024 JALBTCX/PFEStep2b (hist | edit) [4,968 bytes] RDCHLSLS (talk | contribs) (Created page with "{{DISPLAYTITLE:Profile Feature Extraction: Step 2b - Review and Re-Plot}} alt=A screenshot of a step of the Profile Feature Extraction Toolbox, Step 2b, Review and Re-Plot. All inputs are blank and are mentioned below in the report. |thumb|541x541px|Figure 10. Step 2b: Review and Re-Plot Geoprocessing Pane. Red asterisks indicate required values. '''Summary''': This step updates the table values of edited features and re-plots profiles. Manual e...") Tag: Visual edit
- 15:49, 26 September 2024 JALBTCX/PFEStep2a (hist | edit) [7,388 bytes] RDCHLSLS (talk | contribs) (Created page with "{{DISPLAYTITLE:Profile Feature Extraction: Step 2a - Extract Profile and Plot}} alt=A screenshot of a step of the Profile Feature Extraction Toolbox, Step 2a, Extract Profile and Plot. All inputs are blank and are mentioned below in the report. |thumb|847x847px|Figure 8. Step 2a: Extract Profile and Plot Geoprocessing Pane. Red asterisks indicate required values. '''Summary:''' This step extracts morphology features and plots each cross-shore profi...") Tag: Visual edit
- 15:43, 26 September 2024 JALBTCX/PFEStep1b (hist | edit) [1,885 bytes] RDCHLSLS (talk | contribs) (Created page with "{{DISPLAYTITLE:Profile Feature Extraction: Step 1b - Vegetation Coverage}} alt=A screenshot of a step of the Profile Feature Extraction Toolbox, Step 1b, Vegetation Coverage. All inputs are blank and are mentioned below in the report. |thumb|516x516px|Figure 7. Step 1b: Vegetation Coverage Geoprocessing Pane. Red asterisks indicate required values. '''Summary:''' This step allows for the integration of vegetation coverage layers within the plotting...") Tag: Visual edit
- 15:34, 26 September 2024 JALBTCX/PFEReferences (hist | edit) [2,495 bytes] RDCHLSLS (talk | contribs) (Created page with "{{DISPLAYTITLE:Profile Feature Extraction: References}} Dong, Zhifei, Nicole Elko, Quin Robertson, and Julie Rosati. 2018. “Quantifying Beach and Dune Resilience Using the Coastal Resilience Index.” Coastal Engineering Proceedings, no. 36 (December), 30. <nowiki>https://doi.org/10.9753/icce.v36.papers.30</nowiki>. Dong, Zhifei, Nicole Elko, William Robertson, and Julie Dean Rosati. 2019. “Application of The Coastal Resilience Index to Beach and Dune Systems in Fl...") Tag: Visual edit
- 15:29, 26 September 2024 JALBTCX/PFEStep1 (hist | edit) [3,845 bytes] RDCHLSLS (talk | contribs) (Created page with "{{DISPLAYTITLE:Profile Feature Extraction: Step 1 - Grid Data to Transects}} alt=A screenshot of the first step of the Profile Feature Extraction Toolbox, grid data to transects. All inputs are blank and are mentioned below in the report. |thumb|573x573px|Figure 5. Step 1: Grid Data to Transects Geoprocessing Pane. Red asterisks indicate required values. '''Summary:''' This step generates points along the length of each transect starting at the base...") Tag: Visual edit
- 14:14, 26 September 2024 JALBTCX/PFETransectandBaselineCreation (hist | edit) [3,472 bytes] RDCHLSLS (talk | contribs) (Page Creation) Tag: Visual edit
- 13:50, 26 September 2024 JALBTCX/PFEBackground (hist | edit) [4,932 bytes] RDCHLSLS (talk | contribs) (Page Creation - Test) Tag: Visual edit
- 13:30, 26 September 2024 JALBTCX/PFE Getting Started (hist | edit) [2,340 bytes] RDCHLSLS (talk | contribs) (Page Creation - Test) Tag: Visual edit originally created as "PFE Background & Workflow Overview"
- 22:00, 25 September 2024 CMS-Flow/TideGates (hist | edit) [7,432 bytes] Rdchlmeb (talk | contribs) (Created page with "{{DISPLAYTITLE:CMS-Flow Tide Gates (DRAFT)}} {{TOC right}} = Introduction = A tide gate is an opening structure built across a river or a channel in an estuarine system. By preventing saltwater intrusion to farm land and allowing freshwater drainage to the estuary, tide gates are commonly used for flow and flooding control, and salinity and sediment management. Because a tide gate is a significant component of hydrodynamic and sediment transport controls in the coastal...")
- 21:18, 25 September 2024 CMS-Flow/Weirs (hist | edit) [5,115 bytes] Rdchlmeb (talk | contribs) (Created page with "{{DISPLAYTITLE:CMS-Flow Weir Structures (DRAFT)}} {{TOC right}} = Introduction = A weir is an overflow structure built across a river or an open channel, allowing water to flow over the top. Weirs are commonly used for flow and flooding control and salinity and sediment management. Weirs are also constructed as nearshore coastal structures, such as weir jetties, to control longshore sediment transport, stabilize channel morphology, and protect harbors and navigation cha...")
- 16:35, 25 September 2024 CMS-Flow/Culverts (hist | edit) [6,374 bytes] Rdchlmeb (talk | contribs) (Created page with "{{DISPLAYTITLE:CMS-Flow Culverts (DRAFT)}} = Introduction = Culverts are a common coastal engineering structure typically used in coastal wetlands to control waste and storm water discharges, act as salinity barriers, optimally distribute freshwater, and manage sediment transport (Figure 1). In coastal applications, the culverts often connect open water bodies of similar water surface elevation to enhance flushing or conduct flow through levees or causeways. Since culve...")
- 17:38, 24 September 2024 CMS-Flow/RubbleMounds (hist | edit) [6,553 bytes] Rdchlmeb (talk | contribs) (Created page with "{{DISPLAYTITLE:CMS-Flow Rubble Mound Structures (DRAFT)}} = Introduction = Rubble mounds are commonly utilized in the construction of breakwaters, jetties, revetments, and groins. These structures play an essential role in harbor protection, channel navigation, shoreline defense, and in managing flow, sediment movement, and wave energy mitigation. Figure 1 illustrates the implementation of a rubble mound breakwater. Given their significant impact on hydrodynamic behavio...")
