CVEN3501 Water Resources Engineering - 2025 T1
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15. If you built an unconfined (water table) model, would the drawdown at your pumping well be smaller or larger (absolute magnitude of change)?
14. Based on your answers to all previous questions, which is the most important parameter for your models (i.e., what are your models most sensitive to)?
12. Model boundary conditions represent the real boundaries of your groundwater system. Which of the following features would you model with a Dirichlet (fixed head) boundary?
13. Model boundary conditions represent the real boundaries of your groundwater system. Which of the following features would you model with a Neumann (no flow) boundary?
9. What best describes this model?
10. Can this model be used to simulate temporal changes?
8. If you halve the discretisation of your model, i.e., from ∆x = ∆y = 100 m to ∆x = ∆y = 50 m, what will happen to the model truncation error?
11. Can this model be used to model vertical flows?
6. If the pumping rate doubles, what will happen to the drawdown at your pumping node (absolute magnitude of change)?
7. Based on your value for transmissivity, and assuming a uniform aquifer thickness of 5 m, this model most likely represents?
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