Cloud-based, Data-enabled, Realtime Interactive Global Groundwater Modeling
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Aquifer type

Confined

Thickness (m )

40

Conductivity (m/day)

5

Pumping rate (m 3 /day)

5000

River Head - South (m)

10

River Head - North (m)

0

Δx, (m)

10

Δy, (m)

10

Δt, 0-2 yrs (days)

2.5

Δt, 2-5 yrs (days)

5

Δt, 5-10 yrs (days)

10

2 Yr WHPA

5 Yr WHPA

10 Yr WHPA

Download model  (To download, right click and select "Save Link As" )

The site under consideration consists of a sand and gravel aquifer sandwiched between two rivers. The aquifer is about 2000 m long and 1500 m wide. The average land elevation is about 10 m. The head gradient between the two rivers causes a general flow towards the North. A well pumps at a distance of 200 m from the Northern river. The resulting Well Head Protection Area is sub-divided into 2, 5 and 10 year WHPAs. The RED zone denotes an area around the well, in which the water would reach the well within 2 years. Similarly, the YELLOW and BLUE zones denotes 5 and 10 year zones respectively. The classification of these zones is very important. Usually, it is not desirable to have possible sources of contamination, such as gas stations, industries etc within the 2 and 5 Year Zones. The zones are delineated using a process of reverse particle tracking. In this process, several particles are added around the well and then traced backwards in time. Notice that the time displayed has a negative sign. This signifies that particles are being tracked backwards in time.

 

  • Home
    • Overview
    • MAGNET Modeling Features
  • MAGNET Network
    • Global Modeling Platform
    • Global Model Network
    • Global User Network
  • Library
    • Research Videos >
      • Real world heterogeneity
      • Random Field Representation
      • Effects of Spatial Heterogeneity
      • Effects of Temporal Variability
      • Effects of Interacting Heterogeneity
      • Effects of Multiscale Heterogeneity
      • Macridispersion Models
      • Monte Carlo Simulations
      • Transport in Complex Aquifers
      • Transport in Fractured Tills
    • Education Videos >
      • Regional Vertical Circulation
      • Seepage Under Dams
      • Aquifer Response to Pumping
      • Law of Refraction
      • FLow in Anisotropic Aquifers
      • Wellhead ​Delineation
      • Connection with Surface Water
      • Stream Aquifer Interaction
      • Artificial Recharge
      • Groundwater Contamination
      • Transport Processes
      • Groundwater Remediation
    • MAGNET USER REFERENCE >
      • Magnet Quick Tutorials
      • Magnet User Manual
    • IGW USER REFERENCE >
      • IGW2D References
      • IGW2D Example Problems
      • IGW3D User Manual
      • IGW3D Tutorials
      • IGW3D Reference Manual
    • IGW Verification >
      • Comparison with Analytical Solutions
      • Comparison with MODFLOW
      • Comparison with Field Observations
    • MGMT USER REFERENCE >
      • MGMT User Manual
      • MGMT Tutorials
    • MGMT Verification
    • Research Publications
    • Inquiry-based Learning
    • Real World Case Studies >
      • Gallery A
      • Gallery B
    • Published MAGNET NETWORK Models
  • Services
    • Advertising with Us
  • Support
    • MAGNET Account >
      • Sign Up
      • Edit Account
    • Frequently asked questions
    • MAGNET Discussion Forum
    • Live Chat
    • Terms & Privacy
    • Contact
    • Meet the Team
  • Career
    • Job Opening