Main menu:
- PC-CONVEY GUIDED TOUR
- Program features
- Constructed Waterway Designer
- Shear Stress
- Data input concepts
- Create a cross-section
- Templates
- Input clipboard data
- Input .csv file data
- Output - Overbank Results
- Output - Table of Results
- Output - Levees
- Output - Multiple Grades
- Output to File
- Output - Enclosed Section flow
- Output - Weir flow
- Editing a cross-section
- Pipe flow calculator
- Hec-Ras options
Output - Levees
Products > PC- Convey > Guided Tour
You can incorporate levees to constrain the flow until the levees are overtopped:
Once the water level exceeds the lowest levee it "spills over" and starts to fill that side of the cross-section:
Once the water again reaches the level of the lowest levee the water in the Main Channel and Overbank rises together:
When the higher levee is reached the other Overbank area begins to fill:
On reaching the higher levee again, all of the water rises together:
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