A phenomenological retention tank model using settling velocity distributions

Water Research

Volumn 46, Issue 20, 2012, Pages 6857-6867

  Maruejouls, T ^a   Vanrolleghem, P A ^a   Pelletier, G ^a   Lessard, P ^a  

^a UNIVERSITÉ LAVAL   (Canada)

Author keywords

Combined sewer overflow; Integrated wastewater modelling; Retention tank modelling; Sewer systems; Wastewater quality

Indexed keywords

SEWAGE; SEWERS; SOFTWARE TESTING; TANKS (CONTAINERS); VELOCITY DISTRIBUTION;

COMBINED SEWER OVERFLOWS; INTEGRATED WASTEWATER MODELLING; MODELLING STUDIES; PHENOMENOLOGICAL MODELS; RETENTION TANK MODELING; SEDIMENTATION PROCESS; SETTLING VELOCITY DISTRIBUTIONS; SEWER SYSTEM; TANK MODELS; WASTEWATER QUALITY;

VELOCITY;

NUMERICAL MODEL; PHENOLOGY; RESERVOIR; SEDIMENTATION; SEWAGE TREATMENT; SOFTWARE; VELOCITY; WASTEWATER; WATER MANAGEMENT; WATER RETENTION;

ARTICLE; COMPUTER PROGRAM; FLOW RATE; PRIORITY JOURNAL; SEWAGE; TANK; WASTE WATER MANAGEMENT; WATER POLLUTANT;

EID: 84870060343     PISSN: 00431354     EISSN: 18792448     Source Type: Journal    
DOI: 10.1016/j.watres.2011.11.067     Document Type: Article

References (24)

1. Ahnert M., Tränckner J., Günther N., Hoeft S., Krebs P. Model-based comparison of two ways to enhance WWTP capacity under stormwater conditions. Wat. Sci. Tech. 2009, 60(7):1875-1883.
2. Ashley R.M., Bertrand-Krajewski J.-L., Hvitved-Jacobsen T., Verbanck M. Solids in Sewers: Characteristics, Effects and Control of Sewer Solids and Associated Pollutants 2004, Scientific and Technical Report. 14, IWA Publishing, London, U.K.
3. APHA, AWWA, WEC Standard Methods for Examination of Water and Wastewater 2005, American Public Health Association, Washington, D.C, Centennial Edition. first ed.
4. Bauwens W., Vanrolleghem P.A., Smeets M. An evaluation of the efficiency of the combined sewer - wastewater treatment system under transient conditions. Wat. Sci. Tech. 1996, 33(2):199-208.
5. Berrouard E., 2010. Characterisation of stormwater settling. M.Sc. du Département de génie civil et de génie des eaux, Université Laval, Qc, Canada. (in French).
6. Boxall J., Saul A., Shepherd W. Performance of Storm Tanks and Potential for Improvements in Overall Storm Management - Phase 2. Wastewater Treatment and Sewerage: Collection Systems WW/22 2007, Yorkshire Water Services Ltd. (UK Water Industry Research), Gordon Rogers.
7. Calabro P.S., Viviani G. Simulation of the operation of detention tanks. Wat. Res. 2006, 40:83-90.
8. Chebbo G., Gromaire M.C. ViCAs - An operating protocol to measure the distributions of suspended solid settling velocities within urban drainage samples. J. Environ. Eng. 2009, 135:768-775.
9. Frehmann T., Flores C., Luekewille F., Mietzel T., Spengler B., Geiger W.F. Modeling of sedimentation and remobilization in in-line storage sewers for stormwater treatment. Wat. Sci. Tech. 2005, 52(5):151-158.
10. Huebner M., Geiger W. Characterisation of the performance of an off line storage tank. Wat. Sci. Tech. 1996, 34(3-4):25-32.
11. Kutzner R., Brombach H., Geiger W.F. Sewer solids separation by sedimentation - the problem of modeling, validation and transferability. Wat. Sci. Tech. 2007, 55(4):113-123.
12. Lau J., Butler D., Schütze M. Is combined sewer overflow spill frequency/volume a good indicator of receiving water quality impact?. Urban Water 2002, 4(2):181-189.
13. Lessard P., Beck M.B. Dynamic simulation of storm tanks. Wat. Res. 1991, 25(4):375-391.
14. Lessard P., Beck M.B. Operational water quality management: control of storm sewage at a wastewater treatment plant. Res. J. Wat. Pollut. Control Fed. 1990, 62:810-819.
15. Lindholm O. retention basins have an overall negative effect?. Vatten 1985 May, 41:214-217.
16. Maruejouls T., Lessard P., Wipliez B., Pelletier G., Vanrolleghem P.A. Characterisation of the potential impact of retention tank emptying on wastewater primary treatment: a new element for CSO management. Wat. Sci. Tech. 2011, 64(9):1898-1905.
17. Maruejouls T., Samie G., Pelletier G., Vanrolleghem P.A., Lessard P., 2010. Urban wastewater management under wet weather conditions: Characterisation of retention tank emptying. In: Actes de la 7th Conférence Internationale sur les techniques et stratégies durables pour la gestion des eaux urbaines par temps de pluie. GRAIE, Lyon, France, Juin, 2010. (in French).
18. Metcalf, Eddy Wastewater Engineering: Treatment and Reuse 2003, McGraw-Hill Companies, Inc., Columbus, Ohio, USA. fourth ed.
19. Saul J., Shepherd W., Boxal J. Quantifying the performance of storm tanks at wastewater treatment plant. Proceedings of the 2007 World Environmental and Water Resources Congress May, 2007, ASCE, Tampa, Florida.
20. Stovin V.R., Saul A.J. Computational fluid dynamics and the design of sewage storage chambers. J. CIWEM 2000 14 April.
21. Vanhooren H., Meirlaen J., Amerlinck Y., Claeys F., Vangheluwe H., Vanrolleghem P.A. WEST: modelling biological wastewater treatment. J. Hydroinform. 2003, 5(1):27-50.
22. Vallet B., 2011. Modélisation d'un bassin d'orage en vue de l'amélioration de la qualité des rivières par la gestion en temps réel (Storm tank modelling in view of improving the river water quality by real-time control). Thèse de doctorat en génie civil à l'Université Laval, Québec, Qc, Canada.
23. Vanrolleghem P.A., Benedetti L., Meirlaen J. Modelling and real-time control of the integrated urban wastewater system. Environ. Model. Software 2005, 20:427-442.
24. Vazquez J., Dufresne M., Terfous A., Ghenaim A., Poulet J.-B. Forecasting storm tank efficiency using 3D modeling: from the experiment tank to the full-scale structure. La Houille Blanche 2008 Octobre 5, 92-98. (in French).