Numerical simulation of flushing effect on sewer sediments and comparison of four sediment transport formulas

References

• Armanini , A. 1992 . “ Variation of bed and sediment load mean diameters due to erosion and deposition processes ” . In Dynamics of Gravel-bed Rivers , Edited by: Billi , P. , Hey , R. D. , Thorne , C. R. and Tacconi , P. 351 – 359 . NewYork, , USA : Wiley .
   Google Scholar
• Ashley , R. M. , Bertrand-Krajewski , J.-L. , Hvitved-Jacobsen , T. and Verbanck , M. , eds. 2004 . Solids in sewers. Scientific and Technical Report 14 , London, , UK : IWA Publishing .
   Google Scholar
• Bardin , J.-P. , Bertrand-Krajewski , J.-L. and Gibello , C. 2005 . Accumulation et chasse des sédiments dans un collecteur unitaire . Techniques Sciences Méthodes , 10 : 81 – 95 . [in French]
   Google Scholar
• Bertrand-Krajewski , J.-L. , Bardin , J.-P. and Gibello , C. 2006 . Mesure et modélisation de l'accumulation des sédiments dans un collecteur d'assainissement unitaire . Revue Européenne de Génie Civil , 10 ( 3 ) : 339 – 359 . [in French]
   Google Scholar
• Bertrand-Krajewski , J.-L. , Bardin , J.-P. , Gibello , C. and Laplace , D. 2003 . Hydraulics of a sewer flushing gate . Wat. Sci. Tech. , 47 ( 4 ) : 129 – 136 .
   PubMed Web of Science ®Google Scholar
• Bertrand-Krajewski , J.-L. , Campisano , A. , Creaco , E. and Modica , C. 2005 . Experimental analysis of the Hydrass flushing gate and field validation of flush propagation modelling . Wat. Sci. Tech. , 51 ( 2 ) : 129 – 137 .
   PubMed Web of Science ®Google Scholar
• Bhallamudi , S. M. and Chaudhry , M. H. 1991 . Numerical modeling of aggradation and degradation in alluvial channels . J. Hydr. Engng. , 117 ( 9 ) : 1145 – 1164 .
   Web of Science ®Google Scholar
• Campisano , A. , Creaco , E. and Modica , C. 2004 . Experimental and numerical analysis of the scouring effects of flushing waves on sediment deposits . J. Hydrol. , 299 : 324 – 334 .
   Web of Science ®Google Scholar
• Campisano , A. , Creaco , E. and Modica , C. 2006 . Experimental analysis of the Hydrass flushing gate and laboratory validation of flush propagation modelling . Wat. Sci. Tech. , 54 ( 6–7 ) : 101 – 108 .
   PubMed Web of Science ®Google Scholar
• Campisano , A. , Creaco , E. and Modica , C. 2007 . Dimensionless approach for the set-up of flushing gates in sewer channels . J. Hydr. Engng. , 133 ( 8 ) : 964 – 972 .
   Web of Science ®Google Scholar
• Cao , Z. , Day , R. and Egashira , S. 2002 . Coupled and decoupled numerical modeling of flow and morphological evolution in alluvial rivers . J. Hydr. Engng. , 128 ( 3 ) : 306 – 321 .
   Web of Science ®Google Scholar
• Chebbo , G. , Laplace , D. , Bachoc , A. , Sanchez , Y. and Le Guennec , B. 1996 . Technical solutions envisaged in managing solids in combined sewer networks . Wat. Sci. Tech. , 33 ( 9 ) : 237 – 244 .
   Web of Science ®Google Scholar
• Dettmar , J. and Staufer , P. 2005 . Modelling of flushing waves for optimising cleaning operations . Wat. Sci. Tech. , 52 ( 5 ) : 233 – 240 .
   PubMed Web of Science ®Google Scholar
• Einstein , H. A. and Banks , R. B. 1950 . Fluid resistance of composite roughness . Trans. American Geophysical Union , 31 ( 4 ) : 603 – 610 .
   Google Scholar
• Fan , C. , Field , R. and Lai , F. 2003 . Sewer-sediment control: Overview of an environmental protection agency wet-weather flow research program . J. Hydr. Engng. , 129 ( 4 ) : 253 – 259 .
   Web of Science ®Google Scholar
• Ferreira , R. M. L. and Leal , J. G. A. B. 1D Mathematical modelling of the instantaneous dam-break flood wave over mobile bed: Application of TVD and flux-splitting schemes . Proc. 2nd CADAMWorkshop (European Concerted Action on Dam-break Modelling) . D. Munich. pp. 215 – 227 .
   Google Scholar
• Garcia-Navarro , P. , Alcrudo , F. and Saviron , J. M. 1992 . 1-D openchannel flow simulation using TVD-McCormack scheme . J. Hydr. Engng. , 118 ( 10 ) : 1359 – 1372 .
   Web of Science ®Google Scholar
• Garcia-Navarro , P. and Saviron , J. M. 1992 . McCormack's method for the numerical simulation of one-dimensional discontinuous unsteady open channel flow . J. Hydr. Res , 30 ( 1 ) : 95 – 104 .
   Web of Science ®Google Scholar
• Kalinske , A. A. 1947 . Movement of sediment as bed load in rivers . Trans. American Geophysical Union , 28 ( 4 ) : 615 – 620 .
   Google Scholar
• McCormack , R. W. Numerical solution of the interaction of a shock wave with a laminar boundary layer . Proc. 2nd Intl Conf. Numerical Method in Fluid Dynamics . Berlin. pp. 151 – 163 .
   Google Scholar
• Meyer-Peter , E. and Müller , R. Formulas for bed-load transport . Proc. 2nd IAHR Congress . Stockholm. pp. 39 – 64 .
   Google Scholar
• Nielsen , P. 1992 . “ Sediment mobility, bed-load and sheet-flow ” . In Coastal Bottom Boundary Layers and Sediment Transport , 95 – 128 . Singapore : World Scientific Publishing .
   Google Scholar
• Oberlack , M. , Kirchheim , N. and Scheer , M. , eds. Abflussteuerung, Schwallspülung, Gewässerschutz . Proc. DBU Conference . Darmstadt : Osnabrück D. Technical University . [in German]
   Google Scholar
• Papanicolaou , A. N. , Bdour , A. and Weickin , E. 2004 . One dimensional hydrodynamic/sediment transport model applicable to steep mountain streams . J. Hydr. Res. , 42 ( 4 ) : 357 – 375 .
   Web of Science ®Google Scholar
• Pezzoli , G. Considerazioni sul trasporto solido al fondo negli alvei a pelo libero . Atti del 16th Convegno di Idraulica e Costruzioni Idrauliche, Torino . Vol. 22 , pp. 1 – 9 . B [in Italian]
   Google Scholar
• Sikora , B. 1989 . Vanne cyclique autocurante à décantation , Paris : INPI . (France) [demande de brevet d'invention, No. 2643971]
   Google Scholar
• Tseng , M. H. and Chu , C. R. 2000 . Two-dimensional shallow water flows simulation using TVD-MacCormack Scheme . J. Hydr. Res. , 38 ( 2 ) : 123 – 131 .
   Web of Science ®Google Scholar
• Wiberg , P. L. and Smith , J. D. 1989 . Model for calculating bed load transport of sediment . J. Hydr. Engng. , 115 ( 1 ) : 101 – 123 .
   Web of Science ®Google Scholar