Numerical simulation of sewer sediments transport with SWMM by decoupled approach
暂无分享,去创建一个
[1] B. Hodges,et al. Conservative finite-volume forms of the Saint-Venant equations for hydrology and urban drainage , 2018, Hydrology and Earth System Sciences.
[2] A. Schellart,et al. Prediction of Organic Combined Sewer Sediment Release and Transport , 2018 .
[3] François Clemens,et al. A Wall Boundary Condition for the Simulation of a Turbulent Non-Newtonian Domestic Slurry in Pipes , 2018 .
[4] H. Fang,et al. Modeling sediment transport with an integrated view of the biofilm effects , 2017 .
[5] Christoph Kratzsch,et al. Assessment of particle-tracking models for dispersed particle-laden flows implemented in OpenFOAM and ANSYS FLUENT , 2016 .
[6] Thorkild Hvitved-Jacobsen,et al. Solids in Sewers: Characteristics, Effects and Control of Sewer Solids and Associated Pollutants , 2015 .
[7] Murat Kulahci,et al. iCFD: Interpreted Computational Fluid Dynamics - Degeneration of CFD to one-dimensional advection-dispersion models using statistical experimental design - The secondary clarifier. , 2015, Water research.
[8] Peter Steen Mikkelsen,et al. A critical review of integrated urban water modelling - Urban drainage and beyond , 2014, Environ. Model. Softw..
[9] A Campisano,et al. Modelling the erosive effects of sewer flushing using different sediment transport formulae. , 2013, Water science and technology : a journal of the International Association on Water Pollution Research.
[10] Christophe Chalons,et al. Sediment transport modelling : Relaxation schemes for Saint-Venant – Exner and three layer models , 2012 .
[11] Neil McIntyre,et al. A database and model to support proactive management of sediment-related sewer blockages. , 2012, Water research.
[12] Simon Tait,et al. Uncertainty in sewer sediment deposit modelling: Detailed vs simplified modelling approaches , 2012 .
[13] Stéphane Cordier,et al. Bedload transport in shallow water models: Why splitting (may) fail, how hyperbolicity (can) help , 2011 .
[14] J. Gaspéri,et al. Contributions of wastewater, runoff and sewer deposit erosion to wet weather pollutant loads in combined sewer systems. , 2010, Water research.
[15] Enrico Creaco,et al. Numerical simulation of flushing effect on sewer sediments and comparison of four sediment transport formulas , 2009 .
[16] Vincent Rocher,et al. Priority pollutants in wastewater and combined sewer overflow. , 2008, The Science of the total environment.
[17] Joel J Ducoste,et al. Properties Influencing Fat, Oil, and Grease Deposit Formation , 2008, Water environment research : a research publication of the Water Environment Federation.
[18] Robert Banasiak,et al. The reliability of sediment transport predictions in sewers: influence of hydraulic and morphological uncertainties. , 2008, Water science and technology : a journal of the International Association on Water Pollution Research.
[19] André Paquier,et al. One-dimensional numerical modelling of dam-break waves over movable beds: application to experimental and field cases , 2008 .
[20] A Campisano,et al. Experimental analysis of the hydrass flushing gate and laboratory validation of flush propagation modelling. , 2006, Water science and technology : a journal of the International Association on Water Pollution Research.
[21] Robert Banasiak,et al. The erosion behaviour of biologically active sewer sediment deposits: observations from a laboratory study. , 2005, Water research.
[22] J Dettmar,et al. Modelling of flushing waves for optimising cleaning operations. , 2005, Water science and technology : a journal of the International Association on Water Pollution Research.
[23] Tim Chesher,et al. Numerical approaches for 1D morphodynamic modelling , 2005 .
[24] M. Colombini,et al. Coupling or decoupling bed and flow dynamics: Fast and slow sediment waves at high Froude numbers , 2005 .
[25] A Campisano,et al. Experimental analysis of the hydrass flushing gate and field validation of flush propagation modelling. , 2005, Water science and technology : a journal of the International Association on Water Pollution Research.
[26] Weiming Wu,et al. One-dimensional numerical model for nonuniform sediment transport under unsteady flows in channel networks , 2004 .
[27] Justin Hudson,et al. Formulations for Numerically Approximating Hyperbolic Systems Governing Sediment Transport , 2003, J. Sci. Comput..
[28] Adrian J. Saul,et al. Modeling in-sewer deposit erosion to predict sewer flow quality , 2003 .
[29] A Campisano,et al. Flow velocities and shear stresses during flushing operations in sewer collectors. , 2003, Water science and technology : a journal of the International Association on Water Pollution Research.
[30] G. Chebbo,et al. Identification of In-Sewer Sources of Organic Solids Contributing to Combined Sewer Overflows , 2002, Environmental technology.
[31] Shinji Egashira,et al. Coupled and Decoupled Numerical Modeling of Flow and Morphological Evolution in Alluvial Rivers , 2002 .
[32] Adrian J. Saul,et al. The erosion of cohesive mixed deposits: implications for sewer flow quality modelling , 2000 .
[33] N. Cheng. Simplified Settling Velocity Formula for Sediment Particle , 1997 .
[34] Richard Ashley,et al. Mechanics of sewer sediment erosion and transport , 1996 .
[35] Ghassan Chebbo,et al. Technical solutions envisaged in managing solids in combined sewer networks , 1996 .