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Dynamic-Wave Modeling of Storm Sewers with Surcharge

机译:带有附加费的雨水管道动态波建模

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Although storm sewers are normally designed for open-channel flow, the sewers may flow under pressure, i.e. surcharge, for a number of reasons. This study investigates the surcharge problem in small dendritic networks. The theory of storm sewer hydraulics is briefly reviewed. The application of the theoretical equations to the surcharge problem, through the use of numerical techniques, is described. A computer simulation model of open-channel, surcharge and transitional flows in networks is developed. The model capabilities are demonstrated by two example applications.

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