Modelling of flow and sediment transport in rivers and freshwater deltas Peggy Zinke
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1 1 Modelling of flow and sediment transport in rivers and freshwater deltas Peggy Zinke with contributions from Norwegian and international project partners
2 2 Outline 1. Introduction 2. Basic ideas of flow and sediment modelling in rivers 3. Some examples for flow and sediment models 4. RANS Modelling study for Lake Øyeren's delta 5. Short summary
3 Introduction 3 A river basin Physical models Numerical models
4 Introduction 4 River Glomma
5 Introduction 5 Lake Øyeren's delta
6 Introduction 6 Single channels, bifurcations and confluences
7 Introduction 7 Bedforms of a sand-bed channel
8 Introduction 8 Computational effort & resolution requirements Degree of averaging & simplification Modelling of flow and sediment transport in rivers
9 9 2. Basic ideas of flow and sediment modelling Flow modelling approaches 1D-SWE DWE; KWE DNS LES 2D/3D-RANS 2D-SWE "Manning eq.", e.g. for calulation of travel times for overland flows DNS = Direct Numerical Simulation LES = Large Eddy Simulation RANS = Reynolds-av. Navier-Stokes Eq. SWE = Shallow Water Eq. DWE = Diffusive Wave Eq. KWE = Kinematic Wave Eq.
10 Basic ideas of flow and sediment modelling 10 Hydraulic resistance = the pressure (head) loss per flow rate because of energy dissipation Classical division into two compounds: Hydraulic resistance Friction resistance + Form resistance The most simple model: Shear forces (act tangentially over the surface) "Drag" U Pressure forces (act normally over the H f f 0 surface of the body) "Bed shear stress" Gravity force component = Shear force on the River river bed G L Water surface H
11 Basic ideas of flow and sediment modelling U For rough turbulent flow Skin friction coefficient C f = the bed shear stress normalized by a reference U velocity, e.g. bulk velocity U 0 C f R g S 2 U "Bed shear stress" U = Flow velocity R g S 2g U R S C R S R = Hydraulic radius C 1 f C f S = Slope 2 Chezy Manning Strickler Darcy-Weisbach U o U C RS C = Chezy coefficient 2 3 n = Manning coefficient U R S 3 2 U k STR S n k ST = Strickler coefficient 1 U 8gRS l l = Darcy-Weisbach friction factor For steady uniform flow!!! Overall resistance values; Friction factors
12 Basic ideas of flow and sediment modelling 12 1D, 2D and 3D hydrodynamic models c) 3D mesh a) 1D mesh b) 2D mesh Computation of average flow parameters a) Over the cross-section (1D) b) Over the vertical, per model cell (2D) c) Per model cell (3D)
13 Basic ideas of flow and sediment modelling 13 Sediment modelling Flow Fluid force Fall velocity Weight Shields' diagram (empirical) Particle in suspension = when the flow velocity exceeds the fall velocity Begin of sediment transport (erosion) = when the bed shear stress exceeds a critical Shield's stress
14 Basic ideas of flow and sediment modelling 14 c = Sediment concentration G = Diffusion coefficient Convection-diffusion equation for suspended sediment: Fall velocity suspended load bed & suspended load active sediment layer in-active sediment layer Empirical formula (Van Rijn) for the equilibrium sediment concentration close to the bed
15 Basic ideas of flow and sediment modelling 15 Sediment processes: Much less understood Many different approaches, often based on empirical formulas Large differences between sand-bed rivers and gravel-bed rivers High uncertainties o o o o o Sediment transport functions Cohesion / coagulation of fine sediments Interaction between grain sizes (Hiding-exposure, sorting. ) Bank failure
16 16 3. Some examples for flow and sediment models CONCEPTS; HEC-RAS 1D-SWE DWE; KWE SSIIM 2D-SWE LISEM 2D/3D-RANS DNS LES DNS TU Dresden
17 Model examples 17 LISEM Overland and channel flow routing: Manning's eq. + Kinematic wave The net sediment in suspension is transported between gridcells with the kinematic wave. Output: Erosion and deposition maps
18 Model examples 18 1D Models Examples for unsteady 1D flow models with sediment transport CONCEPTS (Langendoen et al. 2003) Sediment modelling feature HEC- RAS 6 CON- CEPTS Several grain sizes x x Tracking bed changes x x Susp. & bed load x x Cohesive and noncohesive sed. Sorting & Armoring x? Stream bank failure HEC-RAS (UASCE) x x x
19 Model examples 19 Direct Numerical Simulation (DNS) Herwig et al. 2011; Vowinkel et al Resolving the flow field around each single particle; Each grain is directly moved by the calculated flow forces
20 20 4. RANS Modelling study for Lake Øyeren's delta by NTNU Trondheim in cooperation with NVE 2D-SWE 1D-SWE DWE; KWE 2D/3D-RANS LES Use of "SSIIM" = a 3D RANS model, developed by Nils Reidar B. Olsen (NTNU) DNS
21 4. RANS Modelling study for Lake Øyeren's delta 21 Morphological features of the delta Delta plain and platform Structure of a deltaic deposit in a lake or reservoir (Kostic & Parker 2003) In this work, we investigated only processes on the delta plain! Bogen & Bønsnes (2002)
22 4. RANS Modelling study for Lake Øyeren's delta 22 Under mean conditions During the 1995 flood During the winter lowering
23 4. RANS Modelling study for Lake Øyeren's delta 23 Levees Morphological processes on the delta plain Levee deposition = an important process for delta formation and development
24 4. RANS Modelling study for Lake Øyeren's delta 24 NVE (2002) Sediments deposited by the flood 1995 Øyeren s delta, 6. Juni 1995 (Water level 104,35 m a.s.l.)
25 4. RANS Modelling study for Lake Øyeren's delta 25 Sedimentation heights 1995 (Bogen et al. 2002) Water and sediment time curves during the 1995 flood (NVE Database) How good can we model the levee depositions of 1995?
26 4. RANS Modelling study for Lake Øyeren's delta 26 The choice of the mesh size a balance between the quality of the input data, the processing power of the computer and the accuracy of the numerical solution Number of grid cells for the 10 m mesh shown: 1.7*10 6 (computational time on a 16 processor 1.9 GHz IBM Power PC node: 2 to 17 hours for a stationary computation, 2-3 weeks for a flood simulation, 2009) 50 m 25 m 10 m Spatial structure of the grid for lake stage m a.s.l.
27 4. RANS Modelling study for Lake Øyeren's delta 27 NVE's ADCP measurement cross-sections Grid dependency Comparison of model results with measured discharges and water levels for 3 flow situations Set-up and calibration of the flow model (Zinke et al. 2010)
28 4. RANS Modelling study for Lake Øyeren's delta 28 F cell 1 2 C D a U 2 For the flood case: 3D vegetation parameters needed Vegetation structure types (Data base: NIJOS 2002)
29 4. RANS Modelling study for Lake Øyeren's delta 29 Measurements Baseline data set Case No vegetation Measured and computed island deposits for the 1995 flood (Zinke et al. 2011) Uncertainties about vegetation parameters and modelling approaches: one of the key factors for the modelling of levee depositions!
30 5. Short Summary 30
31 31 Thank you! Many thanks to the CFD group at NTNU-IVM Trondheim and all research partners! Contact: Peggy Zinke SINTEF Energy Research Water Resources Research Group Trondheim
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