Dear Kyle :
Some good questions! You need to cut all 4 cross-sections at the bridge:
1. Downstream "Exit" Cross-Section. This is generally at a distance equal to four times the amount of expansion, downstream of the bridge. This cross-section is downstream far enough, where the effect of the expansion of stream flow due to the bridge opening constriction is no longer present.
2. Downstream "Face" Cross-Section. This is generally at a distance a few feet (5 to 10 ft) downstream from the actual downstream face of the bridge. This cross-section geometry represents the geometry at the bridge face, without the bridge abutments. However, the bridge abutments are separately defined at this cross-section, as well as roadway geometry, low chord geometry, and ineffective flow areas.
3. Upstream "Face" Cross-Section. This is generally at a distance a few feet (5 to 10 ft) upstream from the actual upstream face of the bridge. This cross-section geometry represents the geometry at the bridge face, without the bridge abutments. However, the bridge abutments are separately defined at this cross-section, as well as roadway geometry, low chord geometry, and ineffective flow areas.
4. Upstream "Approach" Cross-Section. This is generally at a distance equal to the amount of contraction, upstream of the bridge. This cross- section is upstream far enough, where the effect of the contraction of stream flow due to the bridge opening constriction is not yet present.
Note that a very good discussion of this is presented in the HEC-RAS Bridge Tutorial Lesson provided with the RiverCAD User Manual.
Sincerely,
Chris E. Maeder, M.S.
Senior Technical Engineer
chris.maeder@bossintl.com