Presentation is loading. Please wait.

Presentation is loading. Please wait.

Groundwater Modeling – 2: Computer Implementation

Similar presentations


Presentation on theme: "Groundwater Modeling – 2: Computer Implementation"— Presentation transcript:

1 Groundwater Modeling – 2: Computer Implementation
Groundwater Hydraulics Daene C. McKinney

2 Groundwater Vistas Groundwater Modeling Environment
Graphic User Interface (GUI) for MODFLOW and other models Imports a wide variety of files MODFLOW data sets ArcView shapefiles Digitized map files (AutoCAD DXF, Shapefiles, and SURFER) GroundwaterVistas is not MODFLOW (but includes it) MODFLOW has no Graphic User Interface (GUI)

3 Groundwater Vistas Installation
Download file: gv5final.zip from Unzip gv5final.zip to get gv5final.exe (a “setup” file) Run gv5final.exe to install Groundwater Vistas version 5 Answer “yes” or “OK” to everything Groundwater Vistas manuals installed in C:\gwv5\manuals

4 Unit System Use a consistent set of units for all data
Select a unit of length and time Hydraulic conductivity (K) in m/s Pumping rates (Q) in m3/s Length units in m Elevations in m

5 Example Boundaries Layer 1 – unconfined (13 m)
Pumping Well Layer 1 Layer 2 5 13 10 m -3 m -8 m Boundaries North & South: No-flow East & West: Constant-head Layer 1 – unconfined (13 m) Kh = 5x10-3 m/s Kv = 5x10-4 m/s Layer 2 – confined (5 m) Kh = 1x10-3 m/s; Kv = 1x10-4 m/s No-flow Boundary Constant Head Boundary (h = 9 m) Constant Head Boundary (h = 8 m) Pumping Well 600 m N Adapted from Chiang, W-H and W. Kinzelbach, Processing Modflow: A Simulation System For Modeling Groundwater Flow and Pollution, 1996

6 Create a New Model Start the GV program Select File  New

7 Create a New Model Enter basic information 30 rows 30 columns
Row spacing = 20 m Column spacing = 20 m Top of Layer 1 = 10 m Bottom of Layer 1 = -3 m Bottom of Layer 2 = -8 m Press

8 Model Grid Elevation = +10 m Elevation = -3 m Elevation = -8

9 Add Constant Head Boundary Conditions
Select: Layer 1 Select: BCs  Constant Head Boundary Select: BCs  Insert  Window Hold left Mouse button and Drag cursor through cells in Column 1 Set value to 9 m Press OK Constant Head Boundary Cells (h = 9 m) Top Layer - 1

10 Repeat for Boundary in Column 30
Select: Layer 1 Select: BCs  Constant Head Boundary Select: BCs  Insert  Window Hold left Mouse button and Drag cursor through cells in Column 30 Set value to 8 m Constant Head Boundary Cells (h = 8 m) Top Layer - 1

11 Repeat for Layer 2 Select: Layer 2
Select: BCs  Constant Head Boundary Select: BCs  Insert  Window Hold left Mouse button and Drag cursor through cells in Columns 1 and 30 Set values to 9 and 8 m Constant Head Boundary Cells (h = 8 m) Bottom Layer - 2

12 Add Hydraulic Conductivity
Select: Props  Hydraulic Conductivity Select: Property Values  Database Set up 2 zones: Layer 1 Kx = 5x10-3 m/s Ky = 5x10-3 m/s Kz = 5x10-4 m/s Layer 2 Kx= 1x10-3 m/s Ky = 1x10-3 m/s Kz = 1x10-4 m/s Click OK

13 Assign K to Layer 1 Select: Layer 1
Select: Props  Hydraulic Conductivity Select: Props  Set Value or Zone  Window Start in upper right-hand corner and drag to select all cells in grid Select: OK Select: Zone Number 1

14 Assign K to Layer 2 Select: Layer 2
Select: Props  Hydraulic Conductivity Select: Props  Set Value or Zone  Window Start in upper right-hand corner and drag to select all cells in grid Select: OK Select: Zone Number 2

15 Add Multi-Layer Well Well penetrates all layers
Pumping Well Layer 1 Layer 2 Add Multi-Layer Well Well penetrates all layers Total pumping rate for multilayer well is sum of pumping from layers Pumping for each layer (Qk) is proportional to layer transmissivity (bK) For a total pumping rate of Qtotal = 0.02 m3/s Q1 = m3/s Q2 = m3/s

16 Add Well in Layer 1 Select: Layer 1 Select: BCs  Well
Select: BCs  Insert  Single Cell Use cursor to click on cell at Row 15, Col. 25 Enter “Flow Rate in Well” = m3/s Select: OK Row 15, Column 25 Note Top Layer - 1

17 Add Well in Layer 2 Select: Layer 2 Select: BCs  Well
Select: BCs  Insert  Single Cell Use cursor to click on cell at Row 15, Col. 25 Enter “Flow Rate in Well” = m3/s Select: OK Row 15, Column 25 Note Top Layer - 1

18 Create MODFLOW Dataset
Select: Model  MODFLOW  Package Options Select: Time Units = seconds Select: Length Units = meters

19 Create MODFLOW Dataset
Select: Model  MODFLOW  Package Options Select: Tab  Initial Heads Enter: 0 ft for both Layers

20 Create MODFLOW Dataset
Select: Model  MODFLOW  Package Options Select: Tab  BCF-LPF Select: Layer 1 as “Unconfined” Select: Layer 2 as “Confined”

21 Create MODFLOW Dataset
Select: Model  MODFLOW  Package Options Select: Tab  Recharge - ET Select: Top Layer Only Select: OK

22 Run Simulation Select: Calculator button Select: Yes, Yes, Yes!

23 Process Results Select: Cell-by-cell flows

24 Results Select: Plot  Contour  Parameters (Plan)
Set parameters to achieve the display you like

25 Set Display Options Select: Plot  What to display
Select: Display Color Flood of Head Select: Display Legend Select: OK

26 Set Legend Options Select: Plot  Legend  Options Select: Contents
Select: Color Flood Scale Select: Dry Cells Select: Title Select: Title Font = 10 bold Select: Text Font = 10 Select: OK

27 Results

28 Results Look for the file ‘Ex1.lst” in the directory that you specified for the “working directory” (e.g., C:\gv5\models). Look for the following table and make sure you get the same (or close) numbers


Download ppt "Groundwater Modeling – 2: Computer Implementation"

Similar presentations


Ads by Google