3. Modify the python program provided, to analyze the pipe network below and output a nicely...

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3. Modify the python program provided, to analyze the pipe network below and output a nicely formatted report for the: Notes: i) flow rate and direction in each pipe, ii) the head loss in each pipe (in inches of water) iii) the pressure at each node in psi with the knowledge that the node h pressure is 80 psi. 1. The 12" and 16" pipes are cast iron (roughness = 0.00085 ft) while the 18" and 24" pipes are concrete (roughness = 0.003 ft). 2. Minor losses may be ignored. 3. cfs stands for cubic feet per second. 4. Room temperature water is the fluid (u=20.5010-6 lbs/ft, y=62.3 lb/ft). 5. You must use object orient programming to accomplish the requirements of this problem. 10 cfs cts 1000 ft 500 ft 500 ft a 18 in b 18 in c 18 in d B C 16 in 800 ft 16 in 16 in 24 in A h 24 in 3 cfs 18 in e 12 in 12 in g 5 cfs D 18 in 800 ft 24 in My output looks like: The flow in segment a-b is 3.57 (cfs) and Re=286475.8 The flow in segment a-h is -3.57 (cfs) and Re=214856.8 The flow in segment b-c is 2.57 (cfs) and Re=205762.6 The flow in segment b-e is 1.01 (cfs) and Re=90802.3 The flow in segment c-d is 0.53 (cfs) and Re=42434.3 The flow in segment c-f is 2.04 (cfs) and Re=183744.4 The flow in segment d-g is -1.47 (cfs) and Re=132658.6 The flow in segment e-f is 1.46 (cfs) and Re=175422.0 The flow in segment e-i is -3.45 (cfs) and Re-276764.5 The flow in segment f-g is -1.50 (cfs) and Re=180909.5 The flow in segment g-j is -2.97 (cfs) and Re=238525.1 The flow in segment h-i is 6.43 (cfs) and Re=386467.2 The flow in segment j-j is 2.97 (cfs) and Re=178893.9 Check node flows: net flow into node a is 0.00 (cfs) net flow into node b is 0.00 (cfs) net flow into node h is 0.00 (cfs) net flow into node c is -0.00 (cfs) net flow into node e is 0.00 (cfs) net flow into node d is -0.00 (cfs) net flow into node f is 0.00 (cfs) net flow into node g is 0.00 (cfs) net flow into node i is -0.00 (cfs) net flow into node j is 0.00 (cfs) Check loop head loss: head loss for loop A is 0.00 (psi) head loss for loop B is -0.00 (psi) head loss for loop C is 0.00 (psi) head loss for loop D is -0.00 (psi) head loss in pipe a-b (L=1000.00 in, d=18.00 in) is 12.22 in of water head loss in pipe a-h (L=1600.00 in, d=24.00 in) is 4.39 in of water head loss in pipe b-c (L-500.00 in, d=18.00 in) is 3.18 in of water head loss in pipe b-e (L-800.00 in, d=16.00 in) is 1.23 in of water head loss in pipe c-d (L=500.00 in, d=18.00 in) is 0.15 in of water head loss in pipe c-f (L=800.00 in, d=16.00 in) is 4.67 in of water head loss in pipe d-g (L=800.00 in, d=16.00 in) is 2.51 in of water head loss in pipe e-f (L=500.00 in, d=12.00 in) is 6.63 in of water head loss in pipe e- (L=800.00 in, d=18.00 in) is 9.13 in of water head loss in pipe f-g (L=500.00 in, d=12.00 in) is 7.03 in of water head loss in pipe g-j (L=800.00 in, d=18.00 in) is 6.81 in of water head loss in pipe h-i (L=1000.00 in, d=24.00 in) is 8.70 in of water head loss in pipe j-j (L-1000.00 in, d=24.00 in) is 1.92 in of water Pressure at node a = 79.84 psi Pressure at node b = 79.40 psi Pressure at node h = 80.00 psi Pressure at node c = 79.29 psi Pressure at node e = 79.36 psi Pressure at node d = 79.28 psi Pressure at node f = 79.12 psi Pressure at node g = 79.37 psi Pressure at node = 79.69 psi Pressure at node j = 79.62 psi 3. Modify the python program provided, to analyze the pipe network below and output a nicely formatted report for the: Notes: i) flow rate and direction in each pipe, ii) the head loss in each pipe (in inches of water) iii) the pressure at each node in psi with the knowledge that the node h pressure is 80 psi. 1. The 12" and 16" pipes are cast iron (roughness = 0.00085 ft) while the 18" and 24" pipes are concrete (roughness = 0.003 ft). 2. Minor losses may be ignored. 3. cfs stands for cubic feet per second. 4. Room temperature water is the fluid (u=20.5010-6 lbs/ft, y=62.3 lb/ft). 5. You must use object orient programming to accomplish the requirements of this problem. 10 cfs cts 1000 ft 500 ft 500 ft a 18 in b 18 in c 18 in d B C 16 in 800 ft 16 in 16 in 24 in A h 24 in 3 cfs 18 in e 12 in 12 in g 5 cfs D 18 in 800 ft 24 in My output looks like: The flow in segment a-b is 3.57 (cfs) and Re=286475.8 The flow in segment a-h is -3.57 (cfs) and Re=214856.8 The flow in segment b-c is 2.57 (cfs) and Re=205762.6 The flow in segment b-e is 1.01 (cfs) and Re=90802.3 The flow in segment c-d is 0.53 (cfs) and Re=42434.3 The flow in segment c-f is 2.04 (cfs) and Re=183744.4 The flow in segment d-g is -1.47 (cfs) and Re=132658.6 The flow in segment e-f is 1.46 (cfs) and Re=175422.0 The flow in segment e-i is -3.45 (cfs) and Re-276764.5 The flow in segment f-g is -1.50 (cfs) and Re=180909.5 The flow in segment g-j is -2.97 (cfs) and Re=238525.1 The flow in segment h-i is 6.43 (cfs) and Re=386467.2 The flow in segment j-j is 2.97 (cfs) and Re=178893.9 Check node flows: net flow into node a is 0.00 (cfs) net flow into node b is 0.00 (cfs) net flow into node h is 0.00 (cfs) net flow into node c is -0.00 (cfs) net flow into node e is 0.00 (cfs) net flow into node d is -0.00 (cfs) net flow into node f is 0.00 (cfs) net flow into node g is 0.00 (cfs) net flow into node i is -0.00 (cfs) net flow into node j is 0.00 (cfs) Check loop head loss: head loss for loop A is 0.00 (psi) head loss for loop B is -0.00 (psi) head loss for loop C is 0.00 (psi) head loss for loop D is -0.00 (psi) head loss in pipe a-b (L=1000.00 in, d=18.00 in) is 12.22 in of water head loss in pipe a-h (L=1600.00 in, d=24.00 in) is 4.39 in of water head loss in pipe b-c (L-500.00 in, d=18.00 in) is 3.18 in of water head loss in pipe b-e (L-800.00 in, d=16.00 in) is 1.23 in of water head loss in pipe c-d (L=500.00 in, d=18.00 in) is 0.15 in of water head loss in pipe c-f (L=800.00 in, d=16.00 in) is 4.67 in of water head loss in pipe d-g (L=800.00 in, d=16.00 in) is 2.51 in of water head loss in pipe e-f (L=500.00 in, d=12.00 in) is 6.63 in of water head loss in pipe e- (L=800.00 in, d=18.00 in) is 9.13 in of water head loss in pipe f-g (L=500.00 in, d=12.00 in) is 7.03 in of water head loss in pipe g-j (L=800.00 in, d=18.00 in) is 6.81 in of water head loss in pipe h-i (L=1000.00 in, d=24.00 in) is 8.70 in of water head loss in pipe j-j (L-1000.00 in, d=24.00 in) is 1.92 in of water Pressure at node a = 79.84 psi Pressure at node b = 79.40 psi Pressure at node h = 80.00 psi Pressure at node c = 79.29 psi Pressure at node e = 79.36 psi Pressure at node d = 79.28 psi Pressure at node f = 79.12 psi Pressure at node g = 79.37 psi Pressure at node = 79.69 psi Pressure at node j = 79.62 psi