To incorporate a water quality simulation of dissolved oxygen to the HYD_002 model, please see the fvc updates below.
! TUFLOW FV TUTORIAL
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The first lines are a description of the model simulation.
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! Dam model with dissolved oxygen simulation
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GIS Format == SHP
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No syntax changes.
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SHP Projection == ..\model\gis\projection.prj
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Tutorial Model == ON
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! GENERAL PARAMETERS
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No syntax changes
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Bottom Drag Model == ks
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Include Salinity == 1,1
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Include Temperature == 1,1
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Include Sediment == 1,0
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Added to allow for sediment light absorption and phosphorus adsorption in later water quality simulations
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Spatial Order == 1,2
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No syntax changes
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Include Heat == 1
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! MODULES
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Start modules
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! Water Quality
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Water Quality Model == tuflow
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Set the water quality model to be the TUFLOW FV WQ Module
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Water Quality Control File == .\WQ_000.fvwq
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Point to the WQ Module control file
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Water Quality Model Directory == ..\wqm\
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Point to the WQ Module directory where control and log files reside
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! Sediment Transport
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Sediment Control File == ..\stm\WQ_000.fvsed
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Point to the ST Module control file
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Shortwave Radiation Sediment Extinction Coefficients == 1.0, 1.0, 1.0, 1.0
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Set sediment extinction coefficients for the four bands of light simulated
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! MATERIAL PROPERTIES
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No syntax changes
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Set Mat == 1
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Read GIS Mat == ..\model\gis\2d_mat_WQMaterials_000_R.shp
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Read more detailed WQ materials gis file
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Material == 1
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No syntax changes
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Bottom Roughness == 0.02
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End Material
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Material == 2
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No syntax changes
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Bottom Roughness == 0.75
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End Material
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Material == 3,4
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Add a fourth material for water quality simulation purposes
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Bottom Roughness == 1.3
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End Material
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! INITIAL CONDITIONS
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Updated initial conditions
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Initial Temperature == 25.
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Initial Water Level == 4.0
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Initial Salinity == 0.05
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Initial Sediment Concentration == 100.0
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Set global initial condition for sediment
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Initial WQ Concentration == 8.0
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Set global initial condition for dissolved oxygen
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! BOUNDARY CONDITIONS
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Modified boundary condition block
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Read GIS Nodestring == ..\model\gis\2d_ns_WQBoundaries_000_L.shp
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Add a nodestring GIS file for upstream nodestring inflow
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BC == Q, UpstreamInflow, ..\bc_dbase\Upstream_Q_WQ_000.csv
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Add sediment (“FineSed_mgL-1”) and dissolved oxygen (“DO”) headers to the boundary condition file headers list
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BC Header == time_hr, flow_m3s-1, sal_ppt, temp_degC, FineSed_mgL-1, DO
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BC Scale == 1.0, 1.0, 1.0, 4.0, 1.0
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End BC
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Read GIS SA == ..\model\gis\2d_sa_Outflow_000_R.shp
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Add an SA polygon GIS file to capture the dam extraction
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BC == QC_POLY, Outflow_000, ..\bc_dbase\Downstream_Q_000.csv
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Specify the dam extraction
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BC Header == time_hr,outflows
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BC Scale == 1.0
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End BC
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! Meteorological
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No syntax changes
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Include == ..\bc_dbase\met\MET_2011.fvc
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! OUTPUT COMMANDS
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Modified output commands block
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Logdir == log
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No syntax changes
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Output Dir == ..\results\
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Output == netcdf
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Specify netcdf output for hydrodynamic variables
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Output Parameters == h, v, d, temp, sed_1
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Output Interval == 3600.
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Suffix == HD
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End Output
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Output == netcdf
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Specify netcdf output for water quality variables
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Output Parameters == wq_all
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Output Interval == 3600.
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Suffix == WQ
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End Output
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Output == netcdf
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Specify netcdf output for water quality diagnostic variables
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Output Parameters == wq_diag_all
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Output Interval == 3600.
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Suffix == WQ_diag
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End Output
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To return to Tutorial Module 9 please refer to Tutorial Module 9.