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Series Editors; Managing Editor; Advisory Board; Preface; Acknowledgments; Contents; 1 Time-Averaged Hydrodynamic Equations for Mobile-Bed Conditions; Abstract; 1 Introduction; 2 Theoretical Background; 3 Time-Averaged Hydrodynamic Equations; 3.1 Time-Averaged Continuity, Momentum, and Mass Transport Equations; 3.2 Second-Order Balance Equations for Velocity Moments; 4 Discussion; 5 Conclusions; Acknowledgements; References; 2 Potential Application of Mesh-Free SPH Method in Turbulent River Flows; Abstract; 1 Introduction; 2 Mesh-Free Particle Models for Open Channel Flow.
2.1 Turbulence Modelling in Particle Methods2.2 Rough Bed Boundary Treatment in Particle Methods; 3 SPH Model and Its Application; 4 Conclusions; Acknowledgements; References; 3 Interaction Between Storm Water Conduit Flow and Overland Flow for Numerical Modelling of Urban Area Inundation; Abstract; 1 Introduction; 2 Model of Storm Water Pipe Flow; 3 Model of Overland Water Flow; 4 Application of Quasi Coupled Models; 5 Model of Interaction Between Pipe and Surface Flow; 6 Laboratory Experiment of Flow Interaction; 7 Conclusions; Acknowledgments; References.
4 Modeling of Ice Passage Through Reservoirs System on the Vistula RiverAbstract; 1 Introduction; 2 Input Data; 3 Governing Equation; 4 Simulation Results; 5 Conclusions; References; 5 Development of a Laboratory System and 2D Routing Analysis to Determine Solute Mixing Within Aquatic Vegetation; Abstract; 1 Introduction; 1.1 Background; 1.2 Research Aims; 2 Experimental Methods; 2.1 Point Probe Fluorometry; 2.2 Laser Induced Fluorometry; 3 Results; 3.1 Point Probe Fluorometry; 3.2 LIF; 4 Discussion; 5 Conclusion; References.
6 Feasibility of the Porous Zone Approach to Modelling Vegetation in CFDAbstract; 1 Introduction; 1.1 Modelling Vegetation; 1.2 CFD Modelling of Ponds; 2 Methodology; 2.1 Sensitivity of 1/\alpha and C_{2}; 2.2 Porous Zone Parameter Fitting; 3 Results and Discussion; 3.1 The Porous Zone Problem; 3.2 Best Fit Values of C_{2} for Submerged Vegetation; 3.3 The Porous Zone Solution?; 4 Conclusions; Acknowledgments; References; 7 A Comparison of Three Solute Transport Models Using Mountain Stream Tracer Experiments; Abstract; 1 Introduction; 2 Solute Transport Models.
2.1 The Advection-Dispersion Model (ADM)2.2 The Transient Storage Model (TSM); 2.3 The Aggregated Dead Zone Model (ADZM); 3 Data Collection; 4 Application of Models; 5 Results and Discussion; 6 Conclusions; References; 8 Vegetation and Flow Rate Impact on In-stream Longitudinal Dispersion and Retention Processes; Abstract; 1 Introduction; 2 STIR model; 3 Study site and methods; 3.1 Study site; 3.2 Methods; 4 Results and discussion; 5 Conclusions; Acknowledgments; References; 9 Effects of Vegetation Density and Wetland Aspect Ratio Variation on Hydraulic Efficiency of Wetlands; Abstract.
2.1 Turbulence Modelling in Particle Methods2.2 Rough Bed Boundary Treatment in Particle Methods; 3 SPH Model and Its Application; 4 Conclusions; Acknowledgements; References; 3 Interaction Between Storm Water Conduit Flow and Overland Flow for Numerical Modelling of Urban Area Inundation; Abstract; 1 Introduction; 2 Model of Storm Water Pipe Flow; 3 Model of Overland Water Flow; 4 Application of Quasi Coupled Models; 5 Model of Interaction Between Pipe and Surface Flow; 6 Laboratory Experiment of Flow Interaction; 7 Conclusions; Acknowledgments; References.
4 Modeling of Ice Passage Through Reservoirs System on the Vistula RiverAbstract; 1 Introduction; 2 Input Data; 3 Governing Equation; 4 Simulation Results; 5 Conclusions; References; 5 Development of a Laboratory System and 2D Routing Analysis to Determine Solute Mixing Within Aquatic Vegetation; Abstract; 1 Introduction; 1.1 Background; 1.2 Research Aims; 2 Experimental Methods; 2.1 Point Probe Fluorometry; 2.2 Laser Induced Fluorometry; 3 Results; 3.1 Point Probe Fluorometry; 3.2 LIF; 4 Discussion; 5 Conclusion; References.
6 Feasibility of the Porous Zone Approach to Modelling Vegetation in CFDAbstract; 1 Introduction; 1.1 Modelling Vegetation; 1.2 CFD Modelling of Ponds; 2 Methodology; 2.1 Sensitivity of 1/\alpha and C_{2}; 2.2 Porous Zone Parameter Fitting; 3 Results and Discussion; 3.1 The Porous Zone Problem; 3.2 Best Fit Values of C_{2} for Submerged Vegetation; 3.3 The Porous Zone Solution?; 4 Conclusions; Acknowledgments; References; 7 A Comparison of Three Solute Transport Models Using Mountain Stream Tracer Experiments; Abstract; 1 Introduction; 2 Solute Transport Models.
2.1 The Advection-Dispersion Model (ADM)2.2 The Transient Storage Model (TSM); 2.3 The Aggregated Dead Zone Model (ADZM); 3 Data Collection; 4 Application of Models; 5 Results and Discussion; 6 Conclusions; References; 8 Vegetation and Flow Rate Impact on In-stream Longitudinal Dispersion and Retention Processes; Abstract; 1 Introduction; 2 STIR model; 3 Study site and methods; 3.1 Study site; 3.2 Methods; 4 Results and discussion; 5 Conclusions; Acknowledgments; References; 9 Effects of Vegetation Density and Wetland Aspect Ratio Variation on Hydraulic Efficiency of Wetlands; Abstract.