But if you do that you must block those portion of the cross sections with obstructions. But some people will leave those portions of the cross section with overlap of the 2D area. What if I define the position of the levees (both on left and right side of the main channel)? Do I still need to remove the points on the right and on the left before creating lateral structures to connect the main channel with a 2d flood area? However, cutting cross sections at a junction and running in 1D will probably always be more efficient, both in constructing the model and in computation time. I think, over time, as people become more and more comfortable with 2D modeling in RAS, junctions will be a popular place to replace with 2D areas. Is there a reason this should be avoided? It seems particularly advantageous to use a 2D area at a perpendicular confluence to avoid tricky cross sections and junctions.
#HEC RAS UNIFORM FLOW WITH CROSS SECTIONS PLUS#
2D area encompassing entire channel plus overbanks). In the past I have struggled with deciding whether or not a poorly defined channel should even be included (2D as overbank area vs. However, things seem to work better when the boundary between the two is elevated (i.e. A lateral structure in RAS could simply be a natural ground delineated boundary between the main channel and the overbank. But in theory, 2D areas do not need to be lower than the connecting lateral structure. Yes! It would be better to use the high point for the new cross section end point.
![hec ras uniform flow with cross sections hec ras uniform flow with cross sections](https://www.civilgeo.com/wp-content/uploads/sites/3/2015/05/Cross-Section-Plot-Normal-Ineffective-Flow-Areas.png)
Since 2D areas must be lower in elevation than the lateral structure they are connected to would it be better to have edited your channel cross section to the highest point (location of the ineffective flow area)? Hey Great post! I have a quick question though. Hopefully this will save you some time at some point in the future! Now you’re ready to couple your 1-D main channel to a 2-D overbank spreading area without having to delete ground points in table of the regular cross section data editor. I usually click “Accept edits and adjust cut line” to represent the georeferenced cross section in plan view using its actual width in the geometric data editor window. When you scroll to the next cross section, the graphical cross section data editor will ask if you would like to change the cut line end point stations of the georeferenced cut line to match the changes specified in the cross section since, in this case, the overall cross section width was reduced compared to the original cross section. This drag and drop functionality is shown in the next two screenshots.Īfter deleting all of the ground points outside of the main channel, the cross section will now only consist of the ground points between the bank points originally defined in the cross section. You can click on individual items (ground points, ineffective flow areas, levees, etc.), or you can drag and drop a window and delete several ground points at the same time.
![hec ras uniform flow with cross sections hec ras uniform flow with cross sections](http://lh3.ggpht.com/_TjnD-f96oa0/TdpewBC433I/AAAAAAAAAQo/-Z1J3Ymvywc/image_thumb[1].png)
Your mouse will now have a negative sign immediate beside it when hovering over the cross section display area. However, there is a quicker and easier way to accomplish this task! In the graphical cross section data editor, under “Options,” click on the “Delete Objects” button. This is bulky and cumbersome in the regular cross section data editor (i.e., you have to delete points from the table, then delete blank rows above the first point).
![hec ras uniform flow with cross sections hec ras uniform flow with cross sections](https://www.giscourse.com/wp-content/uploads/2017/10/hecras_inundación-1200x599.jpg)
Using a 1-D channel to represent the main channel and a 2-D spreading area to compute flooding depthsĪnd velocities in the overbank would require that we trim this cross section to only represent the main portion of the channel (i.e., between the channel banks). As can be seen from this figure, flow in the channel (between the bank stations denoted by the red dots) will have to reach a stage of approximately ten feet before spilling into the left overbank. It’s common to have a cross section with a well-defined channel and a wide, shallow floodplain in the overbank adjacent to the channel.
![hec ras uniform flow with cross sections hec ras uniform flow with cross sections](https://www.un-spider.org/sites/default/files/Figure-1.png)
Ahead of the wide-scale implementation of the 2-dimensional (2-D) modeling module in HEC-RAS, I wanted to share a quick tip that will be useful for editing your 1-dimensional (1-D) HEC-RAS model to prepare to couple your 1-D channel with a 2-D overbank area.