***When answering the question MAKE SURE to use ALL of these steps and include them in the answer and don't answer the question in a different manner that is different than what is provided here as what is provided is correct (please include the work as well thanks I will like the answer):1.correct equation: (ΔP / (ρg)) + ΔZ = f * (L / D) * (v^2 / 2g) + (v^2 / 2g) * ΣK_L2.v = Q / A = 9.17 ft/s3. Reynolds number: Re = (v * L) / ν = (v * L) / (ρ * μ) = 63,1544.The pipe is smooth so: ε_d = 05.Friction factor from the Moody diagram: f = 0.0206.Pressure difference: ΔP = P₁ - P₂ = P₁ - 8640 lb_f7.Head loss due to elevation difference: ΔZ = Z₁ - Z₂ = -10 ft8.Summation of pipe fittings and losses: ΣK_L = 0.2 + 7 + 2(1.5) + 0.05 = 10.259.values to plug inLength of the pipe: L = 20 ftDiameter of the pipe: D = 1/12 ftFluid density: ρ = 1.94 slugs/ft³Gravitational acceleration: g = 32.2 ft/s² 3. Drinking water is piped from a water main into a house via a PVC (e, smooth) pipe. Thereis a total of 20 linear feet of 1" diameter pipe between the water main and a point justinside house that is 10ft above the water main. This drinking water pipe branches from thewater main (K₁ = 0.2), a water meter taps into the pipe (K = 7), there are two 90° bends (K= 1.5), and finally a (fully open) water shutoff ball valve (K = 0.05) before the point justinside the house. The pipe maintains a flow of 0.05 ft/s. If the goal is for the gage pressureof the water to be 8640 lb/ft? (aka 60 psi) just inside the house, what must the gagepressure of the water be at the water main? Leave your answer in lb/ft²water meter90° elbowwatershutoffhousebranch flow2-10 ftball valve,fully open2-0 ft-water main90 elbow"drawing not to scale

Answered: Image /qna-images/answer/85681119-b71b-4363-822a-ad1a923c29a6.jpg

Answered: 3. Drinking water is piped from a water…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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***When answering the question MAKE SURE to use ALL of these steps and include them in the answer and don't answer the question in a different manner that is different than what is provided here as what is provided is correct (please include the work as well thanks I will like the answer):

1.correct equation: (ΔP / (ρg)) + ΔZ = f * (L / D) * (v^2 / 2g) + (v^2 / 2g) * ΣK_L

2.v = Q / A = 9.17 ft/s

3. Reynolds number: Re = (v * L) / ν = (v * L) / (ρ * μ) = 63,154

4.The pipe is smooth so: ε_d = 0

5.Friction factor from the Moody diagram: f = 0.020

6.Pressure difference: ΔP = P₁ - P₂ = P₁ - 8640 lb_f

7.Head loss due to elevation difference: ΔZ = Z₁ - Z₂ = -10 ft

8.Summation of pipe fittings and losses: ΣK_L = 0.2 + 7 + 2(1.5) + 0.05 = 10.25

9.values to plug in