GMS 10.0 Tutorial SEAWAT Viscosity and Pressure Effects Examine the Effects of Pressure on Fluid Density with SEAWAT

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v. 10.0 GMS 10.0 Tutorial SEAWAT Viscosity and Pressure Effects Examine the Effects of Pressure on Fluid Density with SEAWAT Objectives Learn how to simulate the effects of viscosity and how pressure impacts the fluid density in SEAWAT. Prerequisite Tutorials SEAWAT Thermal Effects Required Components Grid Module MODFLOW MT3D SEAWAT Time 15-30 minutes Page 1 of 8 Aquaveo 2015

1 Introduction... 2 1.1 Outline... 2 2 Description of Problem... 2 3 Getting Started... 3 4 Importing the Existing Model... 3 5 Adding the Effects on Fluid Viscosity... 3 5.1 Modifying the VSC Package... 4 6 Saving the Model with a New Name and Running SEAWAT... 5 7 Viewing the Solution... 6 8 Saving the model with a new name... 6 9 Adding the Effects of Pressure on Fluid Density... 6 9.1 Modifying the VDF Package... 6 10 Saving and running SEAWAT... 7 11 Viewing the Solution... 7 12 Conclusion... 8 13 Notes... Error! Bookmark not defined. 1 Introduction This tutorial describes how to simulate the impact of concentration and/or temperature on fluid viscosity using SEAWAT. Then it examines the effects of pressure on fluid density. 1.1 Outline Here are the steps of the tutorial: 1. Importing an existing SEAWAT simulation 2. Run SEAWAT with different scenarios. 3. Examine the results. 2 Description of Problem The problem is shown in Figure 1; this is a confined aquifer with an initial temperature of 5 o C. Warm freshwater is injected from the west side of the model at a 1 m 3 /day. The initial concentration of salt in the model is 35 kg/m 3. The tutorial will look at the effects of salinity and temperature on viscosity and the effects of pressure on fluid density in this example. This example problem is very similar to the problem described in the SEAWAT documentation. 1 1. Langevin, C.D., Thorne, D.T., Jr., Dausman, A.M., Sukop, M.C., and Guo, W. (2007). SEAWAT Version 4: A Computer Program for Simulation of Multi- Species Solute and Heat Transport: U.S. Geological Survey Techniques and Methods Book 6, Chapter A22, 39 p. Page 2 of 8 Aquaveo 2015

Figure 1 Site to be modeled with SEAWAT 3 Getting Started Do the following to get started: 1. If GMS is not running, launch GMS. 2. If GMS is already running, select the File New command to ensure the program settings are restored to the default state. 4 Importing the Existing Model The user will start with a model that has already been created. 1. Select the Open button (or the File Open menu command). 2. Browse to the \Tutorials\SEAWAT\Case_Studies\Sample\Case5 folder. 3. Select the case5.gpr file. 4. Click Open. This imports the model. 5 Adding the Effects on Fluid Viscosity This tutorial will use the VSC package to simulate changes to the fluid viscosity. 1. Select the SEAWAT Global Options command to open the Global Options dialog. 2. Turn on Viscosity (VSC). Page 3 of 8 Aquaveo 2015

3. Select the OK button to exit the dialog. 5.1 Modifying the VSC Package For the first scenario, the user will simulate the effect of salinity on fluid viscosity in the simulation. 1. Select the SEAWAT VSC Package command to open the SEAWAT VSC Package dialog. 2. Enter a value of -1 for Fluid viscosity calc. (MT3DMUFLG). This value means that the fluid viscosity will be calculated using one or more MT3DMS species. In this case, they are Salt and Temperature. 3. Enter 0.0008904 for Reference viscosity (VISCREF). The reference viscosity (VISCREF) is viscosity of the reference fluid (warm freshwater). 4. Select eq. 18 for Temp. affect on visc. (MUTEMPOPT). MUTEMPOPT indicates which method/equation is used to solve the fluid viscosity. 5. Enter 2 for Temp. species id (MTMUTEMPSPEC). MTMUTEMPSPEC indicates the temperature species. In this project, the temperature species ID is 2. 6. Turn on Use default values for A1-A5. The default coefficients for this equation are specified according to SUTRA (Voss, 1984). 2 These default values are only valid for temperature in Celsius. Notice that GMS automatically fills in the values. 7. Click on to insert a species in the spreadsheet. 8. In Species ID column, enter 1. Notice that the species name has changed to Salt. 9. Enter 1.923e-6 for DMUDC. 10. Ensure that CMUREF is 0. DMUDC indicates the slope of the linear equation, which relates fluid viscosity to solute concentration. CMUREF indicates the reference concentration for species. The entries should match those in the following figure. 2. Voss, C.I. (1984). SUTRA A finite-element simulation model for saturated-unsaturated, fluiddensity-dependent ground-water flow with energy transport or chemically-reactive singlespecies solute transport: U.S. Geological Survey Water-Resources Investigations Report 84-4369, 409 p. Page 4 of 8 Aquaveo 2015

Figure 2 VSC Inputs. 11. Select OK to exit the dialog. 6 Saving the Model with a New Name and Running SEAWAT The user is now ready to save changes and run SEAWAT. 1. Select the File Save As menu command. 2. Browse to the \Tutorials\SEAWAT\Case_Studies folder. 3. Change the project name to case6. 4. Save the project by clicking the Save button. 5. Select the SEAWAT Run SEAWAT command. 6. When SEAWAT finishes, select the Close button. Page 5 of 8 Aquaveo 2015

7 Viewing the Solution The user will now view the results of the SEAWAT model run. 1. Expand the 3D Grid Data folder and the grid item. 2. Select the Salt dataset below the case6 (MT3DMS) solution in the Project Explorer. 3. Select a different time step in the time step window. The results from case6 and case5 are very similar. This suggests that viscosity variation has minimal effect on the simulated salinity and temperature in this case. The figure below shows Salt concentration at 5000.0 days for case5 and case6. Figure 2 Comparison of Salt Species for case5 (left) and case6 (right) 8 Saving the model with a new name Now it is possible to start making changes for another scenario. First, save the model with a new name. 1. Select the File Save As menu command. 2. Change the project name to case7. 3. Save the project by clicking the Save button. 9 Adding the Effects of Pressure on Fluid Density For the next scenario, the user will look at how pressure affects the fluid density. 9.1 Modifying the VDF Package The pressure effects can be activated using the DRHODPRHD parameter. 1. Select the SEAWAT VDF Package command to open the SEAWAT VDF Package dialog. 2. Enter a value of 0.00446 for Density/press. slope (DRHODPRHD). 3. The reference press. head (PRHDREF) should be 0. 4. The VDF inputs should be the same as those in the following figure: Page 6 of 8 Aquaveo 2015

Figure 3 VDF Inputs simulating pressure effect on density 5. Select OK to exit the dialog. 10 Saving and running SEAWAT Now save the changes and run SEAWAT. 1. Select the Save button to save the project 2. Select the SEAWAT Run SEAWAT command. 3. When SEAWAT finishes, select the Close button. 11 Viewing the Solution The user will now view the results of the SEAWAT model run. 1. Select the Salt dataset below the case7 (MT3DMS) solution in the Project Explorer. 2. Select a different time step in the time step window. Page 7 of 8 Aquaveo 2015

The compressibility of water due to pressure almost has no effect on the salinity and temperature. This minor effect is due to the shallow depth (500m) of the aquifer in this example. The effect of pressure on fluid density is negligible for shallow aquifers. 12 Conclusion This concludes the tutorial. Here are the key concepts in this tutorial: SEAWAT combines MODFLOW and MT3DMS to solve variable density groundwater flow and solute transport problems. SEAWAT can simulate the effect of concentration and temperature on fluid viscosity. SEAWAT can simulate the effect of pressure on fluid density. Page 8 of 8 Aquaveo 2015