Sediment transport modelling in combined sewer

Water Science and Technology

Volumn 33, Issue 9, 1996, Pages 61-67

  Lin, Huseng ^a   Le Guennec, Benoit ^b  

^a UNIVERSITÉ PARIS EST   (France)

^b IMFT   (France)

Author keywords

Armouring; Bedload; Dry weather; Modelling; Sediment; Sewer

Indexed keywords

COMBINED SEWERS; DENSITY (SPECIFIC GRAVITY); MATHEMATICAL MODELS; NUMERICAL ANALYSIS; PARTICLES (PARTICULATE MATTER); SEDIMENTS; SUSPENSIONS (FLUIDS);

ARMOURING; BEDLOAD; COMBINED SEWER TRUNK; DRY WEATHER;

SEDIMENT TRANSPORT;

MINERAL; ORGANIC MATTER;

CONFERENCE PAPER; DENSITY; FRANCE; GEOMETRY; MATHEMATICAL MODEL; MODEL; PARTICLE SIZE; POLLUTION TRANSPORT; SEDIMENT; SEWER; SUSPENDED PARTICULATE MATTER; WATER FLOW;

EID: 0030037860     PISSN: 02731223     EISSN: None     Source Type: Journal    
DOI: 10.1016/0273-1223(96)00370-8     Document Type: Conference Paper

References (11)

1. Ben Slama, E., Peron, S., Belleudy, P. and Rouas G. (1994). TSAR: un modèle mono-dimensionnel de simulation des évolutions des fonds alluvionnaires des rivières, La Houille Blanche, no.4.
2. Correia, L. P, Krishnappan, B G. and Graf, W H. (1992). Fully coupled unsteady mobile boundary flow model (FCM). Journal of Hydraulic Engineering, ASCE, 118(3)
3. Cunge, J A., Holly, F. M. and Verwer, A. (1980). Practical aspects of computational mobile-bed modelling system, Pitman Ed., London
4. Daubert, A. and Lebreton, J. C. (1967). Etude expérimentale sur modèle mathématique de quelques aspects des processus d' érosion des lits alluvionnaires, en regime permanent et non permanent. In: Proc. of the 12th Congress of IAHR, Fort Collins, Colorado, USA.
5. Karim, M F. and Kennedy, J. F. (1982) IALLUVIAL: A computer based flow and sediment routing model for alluvial streams and its application to the MISSOURI river, IIHR report No 250. Iowa Inst.of Hyd. Research, the University of Iowa, Iowa City, Iowa, USA.
6. Lin, H. S., Le Guennec, B. and Dartus, D. (1992). Study of open channel flow energy gradient expressions using a numerical model and a specific methodology In: Proc of Inter. Conf., of Hyd. Eng. Software, Hydrosoft 92, Universidad Politecnica, Valencia, Spain.
7. Lin, H. S., Le Guennec, B., Dartus, D. and Bachoc, A. (1993a). Development of a specific method for the bed-load measurement in sewer trunk. In: Proc. of the 6th Inter Conf. on urban Storm Drainage, Burlington, Ontario, Canada.
8. Lin, H S., Le Guennec, B., Dartus, D. and Bachoc, A. (1993b). Bed-load transport in the No. 13 sewer trunk of Marseille. In: Proc. of the 6th Inter. Conf. on Urban Storm Drainage, Burlington, Ontario, Canada.
9. Little, W. C. and Mayer, P. G. (1972). The role of sediment gradation on channel armoring. Report ERC0872, School of Civ. Engrg., Georgia Inst. of Tech., Atlanta, GA, USA.
10. Rahuel, J. P., Holly, F. M , Chollet, J. P., Belleudy, P. J. and Yang, G. (1989). Modeling of riverbed evolution for bed load sediment mixtures. Journal of Hydraulic Engineering, ASCE, 115(11).
11. Wang, Y. F. (1977). Bed-load transport in open channel. In: Proc. of the 17th Congress of the IAHR, Baden-Baden, Germany.