GenCade Example: Difference between revisions
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4. The inlet will be structured, so click on Create Feature Arc. Draw two lines perpendicular to the inlet. Make each arc 300 feet long. Do not allow the lines cross the inlet or the initial shoreline. Click on Select Feature Arc and define the arcs as Left Jetty on Inlet and Right Jetty on Inlet. Remember that on the computer screen, the left jetty will visually be on the right. Leave permeability as 0, select diffracting, and change the seaward depth to 6 ft for both jetties. | 4. The inlet will be structured, so click on Create Feature Arc. Draw two lines perpendicular to the inlet. Make each arc 300 feet long. Do not allow the lines cross the inlet or the initial shoreline. Click on Select Feature Arc and define the arcs as Left Jetty on Inlet and Right Jetty on Inlet. Remember that on the computer screen, the left jetty will visually be on the right. Leave permeability as 0, select diffracting, and change the seaward depth to 6 ft for both jetties. | ||
5. Click on Create Feature Arc to add the groin. Using the measuring tool, draw a 300 ft long groin at a distance of 1000 ft from the left extent of the grid. Again, make sure the end of the arc does not intersect the initial shoreline. This will result in the initial shoreline being divided into two separate sections which SMS cannot handle at this time. Double-click on the arc with the Select Feature Arc tool. Define the arc as a groin and click on Attributes. Keep the permeability at 0, check diffracting, and change the seaward depth to 6 ft. | 5. Click on Create Feature Arc to add the groin. Using the measuring tool, draw a 300 ft long groin at a distance of 1000 ft from the left extent of the grid. Again, make sure the end of the arc does not intersect the initial shoreline. This will result in the initial shoreline being divided into two separate sections which SMS cannot handle at this time. Double-click on the arc with the Select Feature Arc tool. Define the arc as a groin and click on Attributes. Keep the permeability at 0, check diffracting, and change the seaward depth to 6 ft. | ||
6. Draw the arc for the beach fill by selecting the Create Feature Arc tool. The beach fill will be 500 ft long, and begin at 3750 ft from the left extent and end at 4250 ft from the left extent of the grid. After selecting the feature arc, define the arc as a beach fill and go to Attributes. The Begin Date is 1 April 2009, the End Date is 1 June 2009, and the Added Berm Width is 50 ft. | |||
= Include Wave Gage = | = Include Wave Gage = | ||
= Convert to 1-D Grid = | = Convert to 1-D Grid = |
Revision as of 14:57, 18 November 2010
This section includes step-by-step instruction of how to create and run a simple case in GenCade. A zip file is included at the end of this section, so that the user can reproduce the results on his or her computer.
This simple case involves a straight shoreline (no regional contour), a groin, a beach fill, and an inlet. Variable grid resolution is not used but will be discussed at the end.
After completing this example, the user should be able to setup a simple GenCade grid, understand how the steps can be applied to a more complex case, run GenCade, and review results.
Setup GenCade in the SMS
If this is the first time the GenCade interface has been used in the SMS on a specific computer, please follow the instructions in the GenCade User's Guide.
1. Open SMS 11.0 Development. Right click on default coverage under map data and scroll down to Type->Models->GenCade. Click default coverage again and notice the tools in the toolbar have changed.
2. Go to Edit->Projection. Under Horizontal, select Local Projection and change the units to U.S. Survey Feet. The vertical units should also be in U.S. Survey Feet. Click Ok.
Draw Initial Shoreline, Grid, and Other Features
1. First, draw the grid frame. Click on Create 1-D Grid Frame in the toolbar. Draw a grid frame of any shape. Once the grid frame has been created, the line should turn purple. Click on Select 1-D Grid Frame. Double-click on the square at the center of the grid frame to open the Grid Frame Properties. Change the Origin X and Origin Y values to 0. Change the Angle to 180, and assign an I size of 5000 ft. Under I Cell Options, change the cell size to 50 ft. Click Ok. Notice that the arrow next to the grid frame is pointed to the left on the computer screen. This means the water is below grid frame (if a person is walking along the grid frame, the water is to the left). Therefore, the initial shoreline should be drawn below the grid frame.
2. Click on Create Feature Arc to draw the initial shoreline. Draw the initial shoreline 200 ft below the grid frame. This can be done by using the measuring tool or looking at the x and y coordinates at the bottom of the screen. Make sure the initial shoreline extends past the grid frame. Click Select Feature Arc, double-click on the initial shoreline, and define the arc as Initial Shoreline.
Note: If the initial shoreline has already been created and is in x and y coordinates, it is very easy to drag the initial shoreline into GenCade. For this simple example, an initial shoreline (as a *.cst) can be created. Open Notepad or another text application on the computer. The first line should say COAST, and the second line should say 1. Since the initial shoreline will be a straight line, only two points are necessary. The third line should say 2 0. The first point is 100, -200 and the second point is -5100, -200. Save the file as a *.cst and drag into the SMS. Click Select Feature Arc, double-click on the initial shoreline, and define the arc as Initial Shoreline.
3. Select the Create Feature Arc button. Using the measuring tool, draw a 500 ft arc at the center of the grid. Remember to draw the arc below the initial shoreline. Once the arc has been created, click on Select Feature Arc and double-click on the arc. Define the arc as an inlet and go to Attributes. Click on Volume. For this simple case, the initial and equilibrium volumes will be the same. See Figure X to see the input shoal volumes. Dredging will not be included in this example. Change Y Left and Y Right to 1.0. Make sure to name the inlet. If the inlet does not have a name, the inlet will be deleted.
4. The inlet will be structured, so click on Create Feature Arc. Draw two lines perpendicular to the inlet. Make each arc 300 feet long. Do not allow the lines cross the inlet or the initial shoreline. Click on Select Feature Arc and define the arcs as Left Jetty on Inlet and Right Jetty on Inlet. Remember that on the computer screen, the left jetty will visually be on the right. Leave permeability as 0, select diffracting, and change the seaward depth to 6 ft for both jetties.
5. Click on Create Feature Arc to add the groin. Using the measuring tool, draw a 300 ft long groin at a distance of 1000 ft from the left extent of the grid. Again, make sure the end of the arc does not intersect the initial shoreline. This will result in the initial shoreline being divided into two separate sections which SMS cannot handle at this time. Double-click on the arc with the Select Feature Arc tool. Define the arc as a groin and click on Attributes. Keep the permeability at 0, check diffracting, and change the seaward depth to 6 ft.
6. Draw the arc for the beach fill by selecting the Create Feature Arc tool. The beach fill will be 500 ft long, and begin at 3750 ft from the left extent and end at 4250 ft from the left extent of the grid. After selecting the feature arc, define the arc as a beach fill and go to Attributes. The Begin Date is 1 April 2009, the End Date is 1 June 2009, and the Added Berm Width is 50 ft.