Model-based assessment of sediment sources in sewers

Urban Water Journal

Volumn 5, Issue 4, 2008, Pages 277-286

  Tranckner J ^a   Bonisch G ^a   Gebhard, V R ^b   Dirckx, G ^c   Krebs, P ^a  

^a DRESDEN UNIVERSITY OF TECHNOLOGY   (Germany)

^b DREWAG   (Germany)

^c Aquafin Belgium   (Belgium)

Author keywords

Sediment transport; Sediments; Sewer; Solids; Transport model; Urban drainage

Indexed keywords

EROSION; FLOW OF SOLIDS; MATHEMATICAL MODELS; SEDIMENT TRANSPORT; SEDIMENTATION; SEWERS; TRANSPORT PROPERTIES;

EROSION; SEDIMENT TRANSPORT; SEDIMENTATION; SEWER NETWORK; SIZE DISTRIBUTION; URBAN DRAINAGE;

EID: 57049088449     PISSN: 1573062X     EISSN: 17449006     Source Type: Journal    
DOI: 10.1080/15730620802201491     Document Type: Article

References (45)

1. Ackers, J. C., Butler, D. and May, R. W. P. (1996) Design of sewers to control sediment problems. CIRIA Report 141
2. Ackers, P. and White, W. R. (1973) Sediment transport: New approaches and analysis. Journal of the Hydraulics Devision, Proceedings ASCE, 99, pp. 2041-2060.
3. Arthur, S. et al. (1999) Sediment transport in sewers-a step towards the design of sewers to control sediment problems. Proceedings of Institution of Civil Engineers Water, Maritime and Energy, pp. 9-19.
4. (2004) Solids in sewers. iIWA Scientific and Technical Reporti, IWA Publishing, London
5. Aucharova, A. and Khomich, V. (2005) Priority pollutants in urban runoff (on an example of Minsk city). Proceedings of 10th International Conference on Urban Drainage Copenhagen/Denmark
6. Bagnold, R. A. (1966) An approach to the sediment transport problem from general physics. U.S. Geological Survey Professional Paper 422-I, Washington
7. Bertrand-Krajewski, J.-L. (1991) Modelisation des debits et du transport solide en reseau d'assainissement. Etude bibliographique
8. Characklis, G. W. and Wiesner, M. R. (1997) Particles, metals, and water quality in runoff from large urban watershed. Journal of Environmental Engineering, 123:8, pp. 753-759.
9. Crabtree, M., Moy, F. and Whitehead, M. (2005) Pollutants in highway runoff. Proceedings of 10th International Conference on Urban Drainage Copenhagen/Denmark
10. de Vries, J. M. (1993) Bestimmung des Schmutzfrachtpotentials in flach verlegten Misch- und Trennnetzen in Folge abfliessendem Niederschlagswasser. Mitteilungen. Leichtweiss-Institut fur Wasserbau der TU Braunschweig, 125, pp. 1-137.
11. Einstein, H. A. (1950) The bed-load function for sediment transportation in open channel flows. Technical Bulletin No. 1026, U.S. Department of Agriculture, Soil Conservation Serv, Washington
12. Einstein, H. A. and Chien, N. (1953) Transport of sediment mixtures with large ranges of grain sizes
13. Einstein, H. A. and Chien, N. (1954) Second approximation to the solution of the suspended load theory
14. Ellis, J. B. (1986) Pollutional aspects of urban runoff. Urban runoff pollution, pp. 1-31. Springler-Verlag, Berlin, Heidelberg
15. Engelund, F. and Hansen, E. (1967) A monograph on Sediment transport in alluvial streams. Tekniks Forlag, Copenhagen, Denmark
16. Fuhrboter, A. (1961) Uber die Forderung von Sand-Wasser-Gemischen in Rohrleitungen. Mitteilungen des Franzius-Institutes, 19
17. Geiger, W. F. (1984) Characteristics of combined sewer runoff. Proceedings of 3rd International Conference on Urban Storm Drainage Goteborg, Swedenpp. 851-860.
18. Geiger, W. F. (1987) Flushing effects in combined sewer systems. Proceedings of 4th International Conference on Urban Storm Drainage Lausanne, Switzerlandpp. 40-46.
19. Gottle, A. (1978) Ursachen und Mechanismen der Regenwasserverschmutzung. Berichte aus Wasserwirtschaft und Gesundheitsingenieurwesen der TU Munchen, 23
20. Grottker, M. (1987) Regenwasserbehandlung in Trennsystemen. Mitteilungen des Instituts fur Wasserwirtschaft, Hydrologie und landwirtschaftlichen Wasserbau, 66
21. Ifak (2006) SIMBA® 5.1-Simulations of wastewater systems (user manual), Barleben, Germany
22. Iossifidis, V. (1985) Die Rolle der Ablagerungen bei der Schmutzfrachtberechnung in Kanalisationsnetzen. Schriftenreihe des ISWW Karlsruhe, 43, pp. 45-84.
23. Jakobs, J., Karavokiros, G. and Zimmermann, J. (1995) Konzept und Aufbau des Schmutzfrachtmodells HAUSS. Schriftenreihe des ISWW Karlsruhe, pp. 269-292.
24. Krebs, P. et al. (1999) First flush of dissolved compounds. Water Science Technology, 39:9, pp. 55-62.
25. Mehta, A. J. (1988) Laboratory studies on cohesive sediment deposition and erosion. Physical Processes in Estuaries, pp. 427-445. Springer Verlag, Berlin
26. Mehta, A. J. and Partheniades, E. (1975) An investigation of the depositional properties of flocculated fine sediments. Journal of Hydraulic Research, 13:4, pp. 361-381.
27. Meyer-Peter, E. and Muller, R. (1949) Eine Formel zur Berechnung des Geschiebetriebes. Schweizer Bauzeitung, 67:3
28. Muller, I. and Krebs, P. (2005) Influence of rainfall runoff and sewer characteristics on soluble transport. Proceedings of 10th International Conference on Urban Drainage, Copenhagen Denmark
29. Nalluri, C. and Ab Ghani, A. (1996) Design options for self cleaning storm sewers. Water Science Technology, 33:9, pp. 215-220.
30. Pernecker, L. and Vollmers, H.-J. (1965) (revised). Neue Betrachtungsmoglichkeiten des Feststofftransportes in offenen Gerinnen. Die Wasserwirtschaft, 55, pp. 386-391.
31. Pitt, R. E. and Maestre, A. (2005) Stormwater quality as described in the National Stormwater Quality Database (NSQD). Proceedings of 10th International Conference on Urban Drainage Copenhagen/Denmark
32. Ristenpart, E. and Uhl, M. (1993) Dynamic behaviour of sewer sediments. Proceedings of 6th International Conference of Urban Storm Drainage Niagara Falls, Canadapp. 748-753.
33. Rossman, L. A. et al. (2005) SWMM 5: The USEPA's newest tool for urban drainage analysis. Proceedings of 10th International Conference on Urban Drainage Copenhagen/Denmark
34. Schroder, R. C. M. (1994) Technische Hydraulik, Kompendium fur den Wasserbau, Springer Verlag, Berlin, Heidelberg
35. Sties, M. and Trauth, R. (1995) Erfassung und Charakterisierung von Oberflachen. Schriftenreihe des ISWW Karlsruhe, 73, pp. 199-219.
36. Sutherland, R. C., Jelen, S. L. and Minton, G. (1998) High-efficiency sweeping as an alternative to the use of wet vaults for stormwater treatment. Advances in Modeling the Management of Stormwater Impacts, 6, pp. 351-372. CHI Publications, Guelph, Ontario, Canada
37. van Nieuwenhuijzen, A. F. (2002) Scenario studies into advanced particle removal in the physical-chemical pre-treatment of wastewater, Delft University Press, Delft
38. Vetter, M. (1988) Gesamttransport von Sedimenten in offenen Gerinnen. Mitteilungen des Instituts fur Wasserwesen, 26
39. Vetter, M. (1992) Ein Beitrag zur Berechnung des Feststofftransports in offenen Gerinnen, p. 242.
40. VMM. (1996) Krachtlijnen voor een geintegreerd rioleringsbeleid in Vlaanderen. Code van Geode Praktijk voor de aanleg van openbare riolen en individuel voorbehandelingsinstallaties.
41. Wotherspoon, D. J. J. (1994) The movement of cohesive sediment in large combined sewer, Institute of Technology, University of Abertay Dundee, UK
42. Xanthopoulos, C. (1995) Bilanzierung von Stoffkreislaufen in Stadtgebieten. Schriftenreihe des ISWW Karlsruhe, 73, pp. 107-138.
43. Zanke, U. C. E. (1990) Der Beginn der Sedimentbewegung als Wahrscheinlichkeitsproblem. Wasser und Boden, 42:1, pp. 40-43.
44. Zanke, U. C. E. (1999) Zur Physik von stromungsgetriebenem Sediment (Geschiebetrieb). Mitteilungen des Institut fur Wasserbau und Wasserwirtschaft der Technischen Universitat Darmstadt, 106
45. Zarriello, P. J., Breault, R. F. and Weiskel, P. K. (2002) Potential effects of structural controls and street sweeping on stormwater loads to the lower Charles River, Massachusetts. U.S