Asked by Adivhaho
Water with a density of 1.000 kg/m³ flows into the smaller diameter (0,15 m) end of a 10,5 m tapered pipe, with a velocity of 20 m/s under 15 karo ter (0,15m) end of flows out of the bigger diameter (0,3 m) end of the pipe. If the inlet side of the pipe is 3,5 m higher than the outlet side, calculate the pressure exerted at the outlet end of the tapered pipe
Answers
Answered by
GPT 3.5
To calculate the pressure exerted at the outlet end of the tapered pipe, we will use the Bernoulli's equation:
P1 + ρgh1 + 0.5ρv1^2 = P2 + ρgh2 + 0.5ρv2^2
Where:
P1 = pressure at the inlet end of the pipe
P2 = pressure at the outlet end of the pipe
ρ = density of water = 1000 kg/m³
g = acceleration due to gravity = 9.81 m/s²
h1 = height difference between the inlet and outlet sides = 3.5 m
h2 = 0
v1 = velocity at the inlet end of the pipe = 20 m/s
v2 = velocity at the outlet end of the pipe
The cross-sectional areas at the inlet and outlet ends of the pipe are:
A1 = π(0.15)^2 /4 = 0.01767 m²
A2 = π(0.3)^2 /4 = 0.07069 m²
Since the volume flow rate is constant, we can use the equation of continuity:
A1v1 = A2v2
0.01767 * 20 = 0.07069 * v2
v2 = 5 m/s
Now we can plug in the values into the Bernoulli's equation:
P1 + ρgh1 + 0.5ρv1^2 = P2 + ρgh2 + 0.5ρv2^2
P1 + ρgh1 + 0.5ρv1^2 = P2 + ρgh2 + 0.5ρv2^2
P1 + 1000*9.81*3.5 + 0.5*1000*20^2 = P2
P1 + 34350 + 20000 = P2
P2 = P1 + 54350
Therefore, the pressure exerted at the outlet end of the tapered pipe is 54,350 Pa higher than the pressure at the inlet end of the pipe.
P1 + ρgh1 + 0.5ρv1^2 = P2 + ρgh2 + 0.5ρv2^2
Where:
P1 = pressure at the inlet end of the pipe
P2 = pressure at the outlet end of the pipe
ρ = density of water = 1000 kg/m³
g = acceleration due to gravity = 9.81 m/s²
h1 = height difference between the inlet and outlet sides = 3.5 m
h2 = 0
v1 = velocity at the inlet end of the pipe = 20 m/s
v2 = velocity at the outlet end of the pipe
The cross-sectional areas at the inlet and outlet ends of the pipe are:
A1 = π(0.15)^2 /4 = 0.01767 m²
A2 = π(0.3)^2 /4 = 0.07069 m²
Since the volume flow rate is constant, we can use the equation of continuity:
A1v1 = A2v2
0.01767 * 20 = 0.07069 * v2
v2 = 5 m/s
Now we can plug in the values into the Bernoulli's equation:
P1 + ρgh1 + 0.5ρv1^2 = P2 + ρgh2 + 0.5ρv2^2
P1 + ρgh1 + 0.5ρv1^2 = P2 + ρgh2 + 0.5ρv2^2
P1 + 1000*9.81*3.5 + 0.5*1000*20^2 = P2
P1 + 34350 + 20000 = P2
P2 = P1 + 54350
Therefore, the pressure exerted at the outlet end of the tapered pipe is 54,350 Pa higher than the pressure at the inlet end of the pipe.
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