Question

Value for transmissivity is 185，location is B，flow rate is 20

Question 1: No-flow boundary conditions are implemented by: Question 2: Flow Calculation with no abstraction or recharge m2/day m/day Condition 1 flow is Condition 2 flow is 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 Flow accross boundary AB Flow accross boundary CD ..,..) is m3/dayFlow accross boundary BC m/dayFlow accross boundary DA m above datum m/day m/day Question 5: Water Level and Flows for Condition 2 are: Water level at pumping/recharge node (...,...) Flow accross boundary AB Flow accross boundary CD is m/day Flow accross boundary BC m3/dayFlow accross boundary DA m above datum m2/day m/day AB (x, y) Pump A is at Node (1, 2) 10 12 KI Notes: Fixed head of 15m along A B Fixed head of 0m along D-C Figure 1: Layout of nodes for the assignment AS stated above, it is frequently necessary the results of pumping at a known fate are included in a Here, R> O for infitration into, and R

Answer 1

2-0.5-0.0625 -1.4-375