Laboratory Experiments and Numerical Modelling of the Scouring Effects of Flushing Waves on Sediment Beds

References

• Abbott MB, Minns AW (1998).Computational hydraulics. Ashgate Publishing.
   Google Scholar
• Arthur S, Ashley RM (1997). Near bed solids transport rate prediction in a combined sewer network. Water Science and Technology 36(8): 129–134.
   Google Scholar
• Arthur S, Ashley RM (1998). The influence of near bed solids transport on first foul flush in combined sewers. Water Science and Technology 37(1):131–138.
   Google Scholar
• Ashley RM, Verbanck MA (1996). Mechanics of sewer sediment erosion and transport. Journal of Hydraulic Research 34(6):753–769.
   Google Scholar
• Ballamudi SM, Chaudhry MH (1991). Numerical modelling of aggradation and degradation in alluvial channels, Journal of Hydraulic Engineering, ASCE 117(9): 1145— 1164.
   Google Scholar
• Bertrand-Krajewski JL, Bardin JP, Gibello C, Laplace D (2003). Hydraulics of a sewer flushing gate. Water Science and Technology 47(4): 129–136.
   Google Scholar
• Bertrand-Krajewski JL, Campisano A, Creaco E, Modica C (2004). Experimental study and modelling of the hydraulic behaviour of a Hydrass flushing gate. Novatech2004, Lyon, France.
   Google Scholar
• Campisano A, Creaco E, Modica C (2004). Experimental and numerical analysis of the scouring effects of flushing waves on sediment deposits. Journal of Hydrology 299:324–334.
   Google Scholar
• Campisano A, Creaco E, Modica C (2008). Laboratory investigation on the effects of flushes on cohesive sediment beds. Urban Water Journal 5(1): 3–14 .
   Google Scholar
• Cao Z, Day R, Egashira S (2002). Coupled and decoupled numerical modelling of flow and morphological evolution in alluvional rivers. Journal of Hydraulic Engineering 128(3):306–321.
   Google Scholar
• Chebbo G, Laplace D, Bachoc A, Sanchez Y, Le Guennec B (1996). Technical solutions envisaged in managing solids in combined sewer networks. Water Science and Technology 33(9):237–244.
   Google Scholar
• Fan CY, Field R, Lai F (2003). Sewer sediment control: overview of an environmental protection agency wet-weather flow research program. Journal of Hydraulic Engineering, ASCE 129(4):253–259.
   Google Scholar
• Garcia-Navarro P, Saviron JM (1992). Mc Cormack’s method for the numerical simulation of one-dimensional discontinuous unsteady open channel flow. Journal of Hydraulic Research, ASCE 30(1): 95–104 .
   Google Scholar
• Guo Q, Fan C, Raghaven R, Field R (2004). Gate and vacuum flushing of sewer sediment: laboratory testing. Journal of Hydraulic Engineering, ASCE 130(5):463–466.
   Google Scholar
• Kassem A, Chaudhry MH (1998). Comparison of semi coupled numerical models for alluvial channels. Journal of Hydraulic Engineering, ASCE 124(8):794- 802.
   Google Scholar
• Lin H, Le Guennec B (1996). Sediment transport modelling in combined sewer. Water Science and Technology 33(9):61–67.
   Google Scholar
• Linehan P (2001). The design of flushing gates to transport sewer sediment. Dissertation, Department of Civil and Structural Engineering, University of Sheffield.
   Google Scholar
• Lorenzen A, Ristenpart E, Pfuhl W (1996). Flush cleaning of sewers. Water Science and Technology 33(9):221–228.
   Google Scholar
• Mitchener H, Torfs H (1996). Erosion of mud/sand mixtures. Journal of Coastal Engineering 29:1–25.
   Google Scholar
• Parchure TM, Metha AJ (1985). Erosion of soft cohesive sediment deposits. Journal of Hydraulic Engineering 111(10): 1308–1326.
   Google Scholar
• Pisano WC, O’Riordan OC, Ayotte FJ, Barsanti JR, Carr DL (2003). Automated sewer and drainage flushing system in Cambridge, Massachusetts. Journal of Hydraulic Engineering, ASCE 129(4):260- 266.
   Google Scholar
• Saiedi S (1997). Coupled modelling of alluvial flows. Journal of Hydraulic Engineering, ASCE 123(5):440–446.
   Google Scholar
• Skipworth PJ (1996). The erosion and transport of cohesive-like sediment beds in sewers. Ph. D. thesis, University of Sheffield, UK.
   Google Scholar
• Skipworth PJ, Tait SJ, Saul AJ (1999). Erosion of sediments beds in sewers: model development, Journal Environ. Eng. 125(6):566–573.
   Google Scholar
• Sweby PK (1984). High resolution schemes using flux limiters for hyperbolic conservation laws. Journal of Numerical Analysis 21 (5):995–1011.
   Google Scholar
• Tait SJ, Chebbo G, Skipworth PJ, Ahyerre M, Saul AJ (2003). Modelling in-sewer deposit erosion to predict sewer flow quality. Journal of Hydraulic Engineering, ASCE 129(4): 316- 324.
   Google Scholar
• Todeschini S (2007). Il controllo degli scarichi fognari in tempo di pioggia mediante vasche di prima pioggia: aspetti progettuali e gestionali, Ph. D. Thesis, Universita degli Studi di Pavia.
   Google Scholar
• Todeschini S, Ciaponi C, Papiri S (2008). Experimental and numerical analysis of erosion and sediment transport of flushing waves, XI Int. Conference on Urban Drainage, Edinburgh, UK, 2008.
   Google Scholar
• Torfs H (1995). Erosion of mud/sand mixtures, Ph. D. thesis, Katholieke Universiteit Leuven.
   Google Scholar
• Yalin MS, Karahan E (1979). Interception of sediment transport, Journal of Hydraulic Div., ASCE 105:1433–1443.
   Google Scholar