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Numerical simulation of domestic wastewater sewer performance
The hydraulics of municipal sewers were considered with respect to flow rate fluctuations that sometimes cause accumulation and sometimes cause scouring of the sediments. The minimal slopes that would ensure self‐cleaning conditions once a day and the required capacity for the yearly maximum peak flows were calculated. The range of fluctuations in shear stresses along the sewer walls and in the wastewater table were observed and compared for sewers of different diameters. From these computations a simple design rule for predicting minimal slopes was developed.
Numerical simulation of domestic wastewater sewer performance
The hydraulics of municipal sewers were considered with respect to flow rate fluctuations that sometimes cause accumulation and sometimes cause scouring of the sediments. The minimal slopes that would ensure self‐cleaning conditions once a day and the required capacity for the yearly maximum peak flows were calculated. The range of fluctuations in shear stresses along the sewer walls and in the wastewater table were observed and compared for sewers of different diameters. From these computations a simple design rule for predicting minimal slopes was developed.
Numerical simulation of domestic wastewater sewer performance
Dabrowski, Wojciech (Autor:in) / Piaseczny, Grzegorz (Autor:in)
Lakes & Reservoirs: Research & Management ; 5 ; 93-97
15.06.2000
5 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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