2. Modeling storm overflows
In relation to the classification of storm overflows established in [W 6 901, § 2], the flow chart in figure 2 provides a link between existing overflows and the type of models currently available.
This unconventional term is used here to describe the relationship between a draught or hydraulic load and a mean velocity. These relationships are derived from basic hydraulic considerations and/or empirical formulations of...
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Modeling storm overflows