Hydrologic modeling for temporary bypass of the A-5 Canal simulating surface water flow to determine how diverted canal flows will move through the bypass channel under various storm events. This includes hydrologic modeling to estimate runoff volumes using rainfall and watershed data, and hydraulic modeling to simulate flow rates, velocities, and water levels along the proposed bypass route. The analysis must account for existing topography, canal geometry, control structures, and downstream capacity to ensure the bypass prevents flooding, maintains system connectivity, and complies with South Florida Water Management District (SFWMD) design standards.
Keyword: Event Manager
Data Science Image Analysis Environmental Engineering Hydrology GIS
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