Hydrological and Hydraulic Modeling of the Managementof Urban Rainwater in the Upper Part of the San Juan de Dios River Sub-basin, Guadalajara, Jalisco
DOI:
https://doi.org/10.32870/rvcs.v0i2.22Keywords:
water cycle, basin, storm water management, EPA-SWMMAbstract
Urban storm water in the upstream of San Juan de Dios River Sub-basin is managed in an unsustainable planning of the natural water cycle and the urban water system´s performance. For this reason, this article aims, through a hydrological and hydraulic simulation, to make a comparison of storm water´s behavior under the current urban conditions and under a hydrological restorated scenario. This is done with the purpose of evaluating the impacts and benefits implied in each modeled scenario. This research has evolved since 2011 with an urban hydrological restoration point of view. The Storm Water Management Model 5.1 (swmm 5.1) is used for the hydrological and hydraulic modeling of storm water runoff in the upstream of San Juan de Dios River Sub-basin in Jalisco, México. According to this simulation, partial restoration of hydrological cycle was achieved through the implementation of lid technologies and the optimization of the urban water system performance, considering a 72 mm precipitation in a period of four hours. Results are visualized by analyzing the behavior of “El Deán” Storage Unit, which under the current urban conditions has suffered a significant outflow caused by the high storm water runoff and floods in the zone of study. In the other hand, under restored hydrological conditions, “El Deán” Storage Unit remains stable.Metrics
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