Model Bridge in 2D Domain by HEC-RAS 6.0

Model Bridge in 2D Domain by HEC-RAS 6.0

USACE HEC released HEC-RAS 6.0 in December 2020 and in this new release, a bridge can finally be modeled in a 2D domain using a geometry editor similar to 1D bridge geometry editor. Before this new feature became available, a bridge could not be modeled in a 2D domain directly, and the HEC-RAS modelers would have to rely on coupled 1D-2D model to model bridges in 1D, or model a a bridge as a culvert, or use other alternative methods.

In this new HEC-RAS release, within a 2D domain, a bridge can be added as a type of 2D connection and from there a bridge geometry editor familiar to the HEC-RAS modelers will be utilized to add/change bridge geometry data, hydraulic parameters, and bridge modeling approach. Full bridge flow conditions (low flow, high flow, pressure flow, weir flow) can be modeled in HEC-RAS 6.0. This post is an step by step instruction on how to add a bridge structure in 2D domain of HEC-RAS 6.0 and it will be updated periodically to include more information. You should have a working HEC-RAS 2D model before adding a bridge into 2D domain.

  1. In the main HEC-RAS Geometric Data editing window, add a SA/2D Area Connection into 2D domain (Figure 1A). The 2D connection line should be added by first clicking left end point and then working towards right when facing the downstream flow direction. The begin and end points for this 2D connection line shall be placed at bridge abutment locations to only model bridge openings, although they can be located further away (outside) from abutments.
Figure 1A

If the 2D connection line goes beyond the abutments and thus part of the roadway approaches is included as part of the bridge, then the bridge ineffective flow regions would need to be entered for the two cross sections upstream and downstream of the bridge (US Bounding XS and DS Bounding XS) by clicking Options —> Bridge Ineffective Regions… (Figure 1B).

Figure 1B

Unless there are other valid reasons to include roadway approaches by a bridge 2D connection line, such as changing top elevations of roadway approaches by bridge deck data editor, it is recommended to model bridge openings only from abutment to abutment in a RAS 2D domain.

  1. Right Click the newly added 2D connection line (the dash line in Figure 1) and select Edit Connection… to open Connection Data Editor. In Connection Data Editor, select Bridge (Internal to 2D Flow Area) for Structure Type (Figure 2).
Figure 2
  1. Click Deck/Roadway Data Editor to type in bridge deck and roadway data. This is similar to 1D bridge data editor (Figure 3).
Figure 3
  1. Similar to 1D bridge data editor, enter data for bridge pier, abutment, bridge modeling approach, and Htab Param.
  2. In Connection Data Editor, click top menu of Options and then select External and Internal Bridge Cross Sections… to edit the four bridge cross section data (Figure 4). Other bridge modeling options, like ineffective flow areas settings, can be edited also by go to the top menu of Options of Connection Data Editor and choose corresponding sub-menu items.
Figure 4
  1. In Connection Data Editor, you can view the two bounding bridge cross sections, the two inside cross sections, and centerline over 2D faces by clicking the appropriate options of Plot (Figure 5).
Figure 5
  1. Close Connection Data Editor and return to main Geometric Data editing window to view the bridge in 2D domain. Right click the bridge in 2D domain, select Edit Internal Connection (Break Line) Cell Spacing… (Figure 6), and type in spacing for areas around bridge break line and then enforce it by clicking Enforce Internal Connection as Break Line in 2D Flow Area (Figure 7).
Figure 6
Figure 7
  1. In Figure 7, the two red color dotted lines on each side of the bridge structure are the two bridge bounding cross section locations (cross section 2 & 3 in 1D bridge modeling) which are defined in the Deck/Roadway Data Editor (Figure 8). As in 1D bridge modeling, these two bounding cross sections represent the natural ground of the channel and overbank area just upstream and downstream of the road embankment and they are normally placed near the toe of the road embankment at each side.
Figure 8

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