A study has been carried out with the objectives of describing the effect of sediment deposits on the hydraulic capacity of sewer systems and to investigate the sediment transport in sewer systems. A result of the study is a mathematical model MOUSE ST which describes sediment transport in sewers. This paper discusses the applicability and the limitations of various modelling approaches and sediment transport formulations in MOUSE ST. Further, the paper presents a simple application of MOUSE ST to the Rya catchment in Gothenburg, Sweden.
Research Article|April 01 1995
Principles and approaches for numerical modelling of sediment transport in sewers
Water Sci Technol (1995) 31 (7): 107-115.
Ole Mark, Cecilia Appelgren, Torben Larsen; Principles and approaches for numerical modelling of sediment transport in sewers. Water Sci Technol 1 April 1995; 31 (7): 107–115. doi: https://doi.org/10.2166/wst.1995.0212
Download citation file: