Hoy en día, la gran mayoría de los estudios hidrológicos e hidráulicos de cuencas urbanas se realiza asumiendo que la escorrentía generada en superficie se introduce en la red de colectores en los puntos más próximos pertenecientes a dicha red para cada zona y, a partir de aquí, se realiza el cálculo hidráulico de los conductos. En ellos, generalmente,
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Composition of nitrogen in urban residential stormwater runoff: Concentrations, loads, and source characterization of nitrate and organic nitrogen. [PDF]
Jani J, Yang YY, Lusk MG, Toor GS.
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A Semi-distributed Model for Predicting Faecal Coliform in Urban Stormwater by Integrating SWMM and MOPUS. [PDF]
Hou X, Chen L, Qiu J, Zhang Y, Shen Z.
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Storm Water Management Model: Performance Review and Gap Analysis. [PDF]
Niazi M +6 more
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Evaluating the Hydrologic Performance of Low Impact Development Scenarios in a Micro Urban Catchment. [PDF]
Li C +6 more
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Monitoring the performance of urban green infrastructure using a tensiometer approach. [PDF]
Razzaghmanesh M, Borst M.
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A flexible modeling framework for hydraulic and water quality performance assessment of stormwater green infrastructure. [PDF]
Massoudieh A +6 more
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Intelligent control of combined sewer systems using PySWMM-A Python wrapper for EPA's Stormwater Management Model. [PDF]
Tryby ME +7 more
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Methodologies for pre-validation of biofilters and wetlands for stormwater treatment. [PDF]
Zhang K +5 more
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