1/1/2023 0 Comments Pcswmm 2d![]() ![]() ![]() Mosquera-Machado & Ahmad (2007) evaluated flood hazard (FH) for Atrato River, Quibdó, northwest Colombia. They employed geographic information systems (GIS), statistical approaches, and Hydrologic Engineering Center's-River Analysis System (HEC-RAS) for evolving three FH maps having different return periods (RPs). Water depths on the left and right banks were 3.7 and 3.1 m for a 50-year RP, which could be used as the basis for designing flood protection structures. (2009) applied Qual2 K with HEC-RAS 1D for assessing the water quality of a tidal river, northern Taiwan, and the models exhibited good agreement. (2011) employed HEC-RAS for the lower Tapi River to simulate the flow for 1998, 2003, and 2006. Simulated flows were closely matched with the observed data. Qasim (2013) simulated free flow over the broad-crested single-step weir using HEC-RAS 1D. ![]()
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