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please code in python, using any of the math, scipy, and numpy modules. The HW5 question mentioned at the start of the problem is not

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please code in python, using any of the math, scipy, and numpy modules. The HW5 question mentioned at the start of the problem is not relevant to the question, just to be used for an example to create an object oriented program.

Part 1: An object oriented program (OOP) for problem a) of HW5 has been written and placed on Canvas for you to download and study. a. Create a class for a sprinkler head that includes the k value (i.e., Qsprinkler=k_p!2) for each sprinkler and find the k values for the sprinklers (nodes: b, d, f, h) for the modified pipe network shown below, where all the nodes are at the same elevation. Note: the minimum pressure head at a sprinkler is 2m of water. b. Modify any other classes (as needed) to calculate the flows in the pipes for the modified layout of the pipe network as shown below and print your results (flow rate in each pipe, confirmation of net node inflow and net loop pressure drop). Elevation of nodes: a=0, b=2.5m, (c,d,e)=(5m, 5m, 5m), (f.h)=(4m, 4m) g=4.5m 60 L/s 10 L/s 300 mm 65 m a b 200 mm 4 200 mm 100 m 200 mm 20 L/s 200 mm d 150 mm B 150 mm 150 mm 100 m f 18 h 250 mm 125 m 250 mm 125 m 15 L/s 15 L/s Part 1: An object oriented program (OOP) for problem a) of HW5 has been written and placed on Canvas for you to download and study. a. Create a class for a sprinkler head that includes the k value (i.e., Qsprinkler=k_p!2) for each sprinkler and find the k values for the sprinklers (nodes: b, d, f, h) for the modified pipe network shown below, where all the nodes are at the same elevation. Note: the minimum pressure head at a sprinkler is 2m of water. b. Modify any other classes (as needed) to calculate the flows in the pipes for the modified layout of the pipe network as shown below and print your results (flow rate in each pipe, confirmation of net node inflow and net loop pressure drop). Elevation of nodes: a=0, b=2.5m, (c,d,e)=(5m, 5m, 5m), (f.h)=(4m, 4m) g=4.5m 60 L/s 10 L/s 300 mm 65 m a b 200 mm 4 200 mm 100 m 200 mm 20 L/s 200 mm d 150 mm B 150 mm 150 mm 100 m f 18 h 250 mm 125 m 250 mm 125 m 15 L/s 15 L/s

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