Fig. 5
From: Multidimensional Datasets Supporting Vulnerability Assessments of Riverine Bridges in Peru
2D modeling of the channel where the Grau bridge10 is located in HEC-RAS (dataset 2) for a return period of T = 200 years (273.0 m³/s). (a) digital terrain model (DTM) with cross-sections; (b) maximum depth map (m); (c) maximum velocity map (m/s); and (d) hazard map derived from maximum depths and velocities.
