Assignment

Name and Student ID Transmissivity Location Q (m3/day)

Question 1: No-flow boundary conditions are implemented by:

Question 2: Flow Calculation with no abstraction or recharge

Condition 1 flow is m3/day Condition 2 flow is m3/day

Question 3: Recharge or abstraction at a node is calculated by:

Question 4: Water Level and Flows for Condition 1 are:

Water level at pumping/recharge node (. . . , . . .) is m above datum

Flow accross boundary AB m3/day Flow accross boundary BC m3/day

Flow accross boundary CD m3/day Flow accross boundary DA m3/day

Question 5: Water Level and Flows for Condition 2 are:

Water level at pumping/recharge node (. . . , . . .) is m above datum

Flow accross boundary AB m3/day Flow accross boundary BC m3/day

Flow accross boundary CD m3/day Flow accross boundary DA m3/day

Declaration:The work presented above is all my own work signed:

3501 - Water Resources Engineering

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Assignment

Figure 3.34: Layout of nodes for the assignment

3501 - Water Resources Engineering