Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
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.
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.
Dynamic-Wave Modeling of Storm Sewers with Surcharge
N. Pansic (Autor:in)
1980
110 pages
Report
Keine Angabe
Englisch
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