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Alexxx [7]
4 years ago
5

A decorative fountain was built so that water will rise to a hieght of 8 feet above the exit of the pipe. the pipe is 3/4 diamet

er galvanized schedule 40 steel pipe. The resistance coefficiant of each elbow is 1.5. the height, is h1 is 4 inches above of the centerline of the pipe. Determine the required pressure guage to achieve the result.
Engineering
1 answer:
Andru [333]4 years ago
7 0

Answer:

Explanation:

given,

height of rise of water = 8 ft

     1 ft = 0.3048

     8 ft = 8 × 0.3048 = 2.44 m

pipe diameter = 3/4 of galvanized schedule 40 steel pipe

resistance coefficient = 1.5

h_1 = 4 inch

1 inch = 0.0254 m

4 inch = 4 ×0.0254 = 0.1016

velocity of water

v = \sqrt{2gh}

v = \sqrt{2\times 9.8 \times 2.44}

v= 6.92 m/s

loss of head due to bend

h_L=K\dfrac{v^2}{2g}

h_L=1.5\dfrac{6.92^2}{2\times 9.81}

h_L = 3.66 m

applying Bernoulli's equation

\Delta P = \dfrac{1}{2}\rho v^2+\rho g h_1 + h_L

\Delta P = \dfrac{1}{2}1000 \times 6.92^2+1000\times 9.81 \times 0.1016 + 3.66

\Delta P = 24943\ Pa

\Delta P = 24.9\ KPa

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Irina18 [472]

Answer:

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C = 60

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g = (\frac{v}{s}) (\frac{C}{X})

Let's first find the fourth stage critical lane group ratio \frac{v}{s} , using the formula:

C = \frac{1.5L +5}{1 - ( \frac{200}{1800} + \frac{187}{1800} + \frac{210}{1800}) + ( \frac{v}{s})}

60 = \frac{1.5*16 + 5}{1 - ( \frac{200}{1800} + \frac{187}{1800} + \frac{210}{1800}) + ( \frac{v}{s})}

60 = \frac{24+5}{1 - (0.332 + ( \frac{v}{s}))}

Solving for (\frac{v}{s}), we have:

(\frac{v}{s}) = 0.185

Let's also calculate the volume capacity ratio X,

X = (\frac{200}{1800} + \frac{187}{1800} + \frac{210}{1800} + 0.185)(\frac{60}{60-16}

X = 0.704

For the the estimated effective green time of the fourth timing stage, we have:

g_4 = (\frac{v}{s}) (\frac{C}{X})

Substituting figures in the equation, we now have:

g_4 = (0.185) (\frac{60}{0.704})

g_4 = 15.78 seconds

15.78 ≈ 16 seconds

The estimated effective green time of the fourth timing stage is 16 seconds

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