As the infrastructure of dams deteriorates with age, the need for accurate numerical modeling of potential downstream consequences of dam failure increases. Validated hydrodynamic models can aid with flood risk evacuation planning and flood risk assessments – both of which can improve community resilience and preparedness. Determining which software is most suitable for accuracy in numerical modeling studies depends on many factors. As a part of a broader purpose, the objective of this study is to compare the inundation responses of two numerical models for downstream flood modeling. We selected the industry-standard software HEC-RAS v. 5.0.7 and an academic research code GeoClaw v. 5.7.0. Both codes discretize the shallow water wave equations and both have been validated in a variety of settings. We perform a comparison to assess (1) capability to predict inundation extent and final flow depth, (2) potential to simulate the speed of a propagating flood wave, and (3) agreement with historical data for accuracy. We also discuss the ease of use of both packages, performance characteristics, and tools for visualization and post-processing. As a case study, we run both codes on the historical Teton Dam failure and discuss how well each code agrees with historical data for flood boundaries, flood depths, travel times, and peak velocities.