I need to add a sprinkler head class to this code in order to calculate k for all the nodes/sprinklers using the equation k = q / (p ^ 0.5) as well as printing out the values of k for each sprinkler

k = nozzle discharge coeffecient

q = flowrate

p = pressure(head loss for the node)

i will attach the diagram of the sprinkler system and and base code

the code is written in python

https://pastebin.pl/view/00fb3c4f

^^^^ base code

just needs the sprinkler_head class

as well as calculate and prink all values of k for the given nodes

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_p1/2) 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. 60 L/s 10 L/S 300 mm 65 m a b 200 mm A 200 mm 100 m 200 mm 20 L/s 200 mm + d e 150 mm B 150 mm 100 m 150 mm 250 mm 8 250 mm h 125 m 125 m 15 L/s 715 L/s