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MIKE 3 Flow Model FM Particle Tracking Module User Guide MIKE 2017...
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DHI. For details please refer to your 'DHI Software Licence Agreement'. LIMITED LIABILITY The liability of DHI is limited as specified in Section III of your 'DHI Software Licence Agreement': 'IN NO EVENT SHALL DHI OR ITS REPRESENTATIVES...
Purpose ABOUT THIS GUIDE Purpose The main purpose of this User Guide is to enable you to use the MIKE 3 Flow Model FM, Particle Tracking Module, for applications involving the simulation of transport and fate of dissolved and suspended substances discharged or accidently spilled in lakes, estuaries and coastal areas or at the open sea.
General Description INTRODUCTION General Description The Particle Tracking module of MIKE 3 Flow Model FM is used for modelling the transport and determine the fate of dissolved, suspended and sedimented substances discharged or accidently spilled in lakes, estuaries and coastal areas or at the open sea.
Step-by-Step Training Guide A comprehensive training guide covering the Particle Tracking Module of the MIKE 21 Flow Model FM modelling system is also provided with the DHI Soft- ware installation.The objective of this training guide is to set up a Particle Tracking model for the Great Belt area from scratch and to calibrate the model to a satisfactory level.
One of the best ways to get to know how to use a modelling system such as MIKE 3 Flow Model FM is through practical applications. Therefore examples are included which you can go through yourself and which you can modify to see the effects if one or other parameter is changed.
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Corner Flow Example The bed resistance type has been defined by a constant roughness height of 0.05 m. Initially the water surface is 0.0 m in the entire domain. The upstream (south) boundary is defined by a constant water level of ...
Dotted green line: P3 Figure 4.5 Particle tracks and instantanoeus location of particles at the end of sim- ulation. 4.2.5 Files The following data files (included in the PT\Corner folder) are supplied with MIKE 3 Flow Model FM, PT module:...
Classes PARTICLE TRACKING MODULE The Particle Tracking module calculates the transport and determine the fate of dissolved, suspended and sedimented substances discharged or acci- dently spilled in lakes, estuaries and coastal areas or at the open sea. Classes Particles are divided into different groups called classes. Each class has spe- cific properties regarding decay, settling/buoyancy, erosion, and dispersion that has to be specified separately.
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Sources Fixed location Moving location For the Fixed location source option, i.e. the source is stationary during simu- lation time, you must specify the horizontal coordinates of the source point and its vertical position. For the Moving location source option, i.e. the source is moving along a defined path, you must specify a time series file (dfs0) that contains the hori- zontal coordinates and the vertical position of the source as a function of time.
Sources Released class terms The format of the particle class information within the source can be specified Constant in time Varying in time For the case with the particles class source information varying in time you have to prepare a data file containing the value of the particle source (in the specified EUM unit for the class) before you set up the hydrodynamic simula- tion.
Settling Constant (in time) Varying in time For the case with time varying decay rate you have to prepare a data file con- taining the decay rate. The data file must be a time series file (dfs0). The data must cover the complete simulation period.
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Settling because collisions between flocs will increase floc size leading to higher set- tling velocities. In case of fine grained cohesive sediment (<0.006 mm), the size of the parti- cles and thereby the settling velocity will depend on the rate of flocculation. With low concentrations of suspended sediment, the probability for collision between the cohesive particles is low and the settling velocity will be close to the settling velocity for a single grain.
Dispersion Constant (in time) Varying in time If constant settling velocity is selected, the settling velocity will be kept con- stant and independent of the concentration of sediment throughout the simu- lation. For the case with time varying settling velocity coefficient you have to prepare a data file containing the velocity coefficients.
Erosion 5.5.2 Recommended values When more sophisticated eddy viscosity models are used, as the Smagorin- sky or k- models, the scaled eddy formulation should be used. , where The scaling factor can be estimated by 1/ is the Prandtl number. To be consistent with the empirical constants for the k-...
Drift Profile 5.7.2 Class drift profile The different drift profile types can be combined in the following ways: Use raw data from hydrodynamics Use bed shear profile Use surface wind acceleration Use bed shear profile and surface wind acceleration ...
Temperature will then run in a so called stand-alone mode, using an external flow field. The flow information can be read from both unstructured (dfsu) or gridded (dfs2/dfs3) data files. The data files need to cover the model area and span over the entire simulation period.
Bed Roughness The area in the data file must cover the model area. If a dfsu-file is used, a piecewise constant interpolation is used to map the data. If a dfs2-file is used, a bilinear interpolation is used to map the data 5.12 Bed Roughness The bed roughness is used in the Particle Tracking module if the Drift Profile...
Outputs wice constant interpolation is used to map the data. If a dfs2-file is used, a bilinear interpolation is used to map the data. Furthermore a soft start interval must be speficied. 5.14 Outputs Standard data files with computed results from the simulation can be speci- fied here.
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Outputs Figure 5.1 Example of data in XML file using uncompressed particle format Figure 5.2 Example of data in XML file using compressed particle format Treatment of flood and dry For 2D and 3D field parameters the flood and dry can be treated in three dif- ferent ways Whole area ...
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Outputs Figure 5.3 Example of layer numbers in point output specification in case of com- bined sigma-z level mesh. Line series You must specify the first and the last point on the line and the number of dis- crete points on the line. The geographical coordinates are taken from the dia- log or from a file.
Outputs Figure 5.4 Example of layer numbers in volume output specification in case of combined sigma-z level mesh. 5.14.2 Output items 2D field variables You can select basic output variables and additional output variables. The basic variables consist of derived concentrations of the included classes. For each class, all the particles of the class are distributed according to the computational mesh, and the summarized mass of particles in each element is divided with the volume of the element cell to estimate the concentration in...
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