Probabilistic modelling of sewer system overflow emissions

Water Science and Technology

Volumn 39, Issue 9, 1999, Pages 47-54

  Willems, P ^a   Berlamont, J ^a  

^a UNIVERSITY OF LEUVEN   (Belgium)

Author keywords

Conceptual model; Emission prediction; Risk assessment; Sewer system; Uncertainty analysis

Indexed keywords

HYDRODYNAMICS; MATHEMATICAL MODELS; PROBABILITY; URBAN PLANNING;

SEWER SYSTEM OVERFLOW;

SEWERS;

RAIN; RUNOFF;

DRAINAGE; MODELING; OVERFLOW SYSTEM; SEWER NETWORK;

CONFERENCE PAPER; DECISION MAKING; HYDRODYNAMICS; MATHEMATICAL MODEL; METHODOLOGY; PREDICTION; RISK ASSESSMENT; SEWER; URBAN AREA; WASTE WATER MANAGEMENT;

EID: 0032991834     PISSN: 02731223     EISSN: None     Source Type: Book Series    
DOI: 10.1016/S0273-1223(99)00215-2     Document Type: Conference Paper

References (6)

1. Arnbjerg-Nielsen, K. and Harremoés, P. (1996). Prediction of hydrological reduction factor and initial loss in urban surface runoff from small ungauged catchments. Atmospheric Research, 42(1-4), 137-147.
2. Luyckx, G., Willems, P. and Berlamont, J. (1998). Influence of the spatial distribution of rainfall on sewer system design. In: Hydrology in a Changing Environment, H. Wheater and C. Kirby (eds), vol III, John Wiley & Sons, Chichester, pp. 339-349.
3. Vaes, G. (1997). REMULI: reservoir model with multi-linear throughflow relationships. Report, Hydraulics Laboratory, University of Leuven, Leuven, Belgium.
4. Vaes, G., Willems, P. and Berlamont, J. (1998). Assessment of combined sewer overflow emissions. Preprints of papers of the Int. Conference UDM'98 on 'Developments in urban drainage modelling', Imperial College of Science, Technology and Medicine, London.
5. Willems, P. (1998). Probabilistic modelling of hydrological and hydrodynamical systems considering different uncertainty-sources. Preprints of papers of the Int. Conference on 'Options for closed water systems: Sustainable water management', Agricultural University, Wageningen, The Netherlands.
6. Willems, P. (1999). Stochastic generation of spatial rainfall for urban drainage areas. Wat. Sci. Tech., 39(9) (this issue).