Processing modflow

MODFLOWPre-processingMODFLOW CommandsBuilding a MODFLOW ModelMap to MODFLOWCalibrationPackages Supported in GMSSaving a MODFLOW SimulationImporting MODFLOW FilesUnsupported MODFLOW FeaturesRun MODFLOWPost-processingMODFLOW Display OptionsMODFLOW Post-Processing Viewing OptionsReading a MODFLOW SimulationTutorialsPackagesFlow: BCF6, HUF, LPF, UPWSolvers: DE4, GMG, NWT, PCG, PCGN, LMG, SIP, SOR, SMS Other: BAS6, BFH, CHD1, CLN,DRN1, DRT1, EVT1, ETS1,GAGE, GHB1, GNC, HFB1,HUF, LAK3, MNW1, MNW2,OUT1, RCH1, RIV1, SFR2,STR1, SUB1, SWI2, WEL1,UZF1v • eThe MODFLOW Name File dialog, accessed using the Name File command under the MODFLOW menu, shows the files read and written when running a MODFLOW simulation. It allows the unit numbers to be edited, and unsupported packages to be edited and removed from the simulation. Unsupported packages listed in the dialog will be included when running the simulation. The text file for an unsupported package can be edited by clicking on the Edit button in the Edit Unsupported column. This will bring up the View Data File dialog or the text editor of choice where the selected package file can be manually edited. An unsupported package can be removed by selecting the row for the unsupported package and clicking on the Remove button.The MODFLOW Name File dialog.v • eGMS – Groundwater Modeling SystemModules:2D Grid • 2D Mesh • 2D Scatter Point • 3D Grid • 3D Mesh • 3D Scatter Point • Boreholes • GIS • Map • Solid • TINs • UGridsModels:FEFLOW • FEMWATER • HydroGeoSphere • MODAEM • MODFLOW • MODPATH • mod-PATH3DU • MT3DMS • MT3D-USGS • PEST • PHT3D • RT3D • SEAM3D • SEAWAT • SEEP2D • T-PROGS • ZONEBUDGETAquaveo

MODFLOWPre-processingMODFLOW CommandsBuilding a MODFLOW ModelMap to MODFLOWCalibrationPackages Supported in GMSSaving a MODFLOW SimulationImporting MODFLOW FilesUnsupported MODFLOW FeaturesRun MODFLOWPost-processingMODFLOW Display OptionsMODFLOW Post-Processing Viewing OptionsReading a MODFLOW SimulationTutorialsPackagesFlow: BCF6, HUF, LPF, UPWSolvers: DE4, GMG, NWT, PCG, PCGN, LMG, SIP, SOR, SMS Other: BAS6, BFH, CHD1, CLN,DRN1, DRT1, EVT1, ETS1,GAGE, GHB1, GNC, HFB1,HUF, LAK3, MNW1, MNW2,OUT1, RCH1, RIV1, SFR2,STR1, SUB1, SWI2, WEL1,UZF1v • eMany MODFLOW boundary condition types (i.e., general head, rivers, streams, drains) include a conductance parameter. MODFLOW uses the conductance to determine the amount of water that flows in or out of the model due to the boundary condition stresses.When using a conceptual model, the manner in which the conductance term should be computed and entered depends on whether the feature object is a polygon, arc or point. Before explaining this fully, a short review of the definition of conductance is appropriate.Conductance formulationDarcy's law states:where:Q = flow rate [L^3/T]k = hydraulic conductivity [L/T]i = hydraulic gradient (unitless)A = gross cross-sectional area of flow [L^2].Darcy's law can also be expressed as:where:ΔH = the head loss [L]L = the length of flow [L]Since the unknown on the right side is the head, it is convenient to group all of the other terms together and call them conductance:where:C = conductance [L^2/T]This results in the following general definition for conductance:This may be represented more specifically in the following form.where:t = the thickness of the material in the direction of flow [L]lw = the cross-sectional area perpendicular to the flow direction [L^2].Conductance in conceptual modelsIn the case of a river boundary condition, the conductance is defined in MODFLOW as the hydraulic conductivity of the river bed materials divided by the vertical thickness (length of travel based on vertical flow) of the river bed materials, multiplied by the area (width times the length) of the river in the cell. The last term, area, is the hardest parameter to determine by hand since it varies from cell to cell.ArcsFortunately, GMS can automatically calculate the lengths of arcs and areas of polygons. Therefore, when a conductance is entered for an arc, it should be entered in terms of conductance

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