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  3. HEC-RAS Model Troubleshooting
  4. HEC‑RAS Horizontal and Adverse Culvert Slopes

HEC‑RAS Horizontal and Adverse Culvert Slopes

The HEC‑RAS culvert routines allow for horizontal and adverse culvert slopes. The primary difference is that normal depth is not computed for a horizontal or adverse culvert. Outlet control is either computed by the direct step method for an unsubmerged outlet or the full flow equation for a submerged outlet.

Culvert Energy Gradeline Profile

About the Author Chris Maeder

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