Learn to Model Culverts in HEC-RAS 2D in Just 6 Minutes! | Complete 7.0.1 Tutorial #HECRAS #2d

Learn how to model culverts in HEC-RAS 2D using version 7.0.1 in under six minutes! In this complete tutorial, I walk through the full culvert-modeling workflow, from preparing the mesh and creating an SA/2D Connection to defining the culvert barrels, selecting the appropriate hydraulic parameters, running the model, and reviewing the results in RAS Mapper. 📘 FHWA Culvert Design Guide: https://rosap.ntl.bts.gov/view/dot/54219 0:00 Introduction 0:22 Run and Verify the Base Model 0:38 Add Culverts in RAS Mapper 0:55 Create the SA/2D Area Connection 1:31 Align the 2D Mesh with the Roadway 2:02 Add the Culvert Barrels 2:32 Edit the Weir and Embankment Profile 3:00 Select the Overflow Computation Method 3:17 Define the Culvert Data 3:27 Select FHWA Chart and Scale Numbers 4:10 Enter Loss Coefficients and Manning’s n 4:42 Debris Blockage, Invert Elevations, and Momentum 5:10 Run the Model 5:18 Review the Culvert Results 5:43 Visualize Culvert Flow with Particle Tracing 5:52 HEC-RAS 2D Bridge Modeling Tutorial