CSOS: TOOLS FOR ASSESSING THEIR OPERATION IN OUR SYSTEMS
This article addresses the numerical modelling of combined sewer overflow. First, different 1D model of side weirs are described along with the limit of each. An approach that integrates the hydraulic jump and enables the computation of transient is proposed. The possibility of using a three-dimensional modelling is discussed and validate.
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| Cote DDD: | 67/27888 |