The velocity and pressure in a 2.6-cm diameter pipe on the second floor 5.0m above are 1.18m/s and 2.51 * 10^5 Pa
The given parameters are:
Initial velocity: [tex]v_1 = 0.5ms^{-1}[/tex] Initial diameter [tex]d_1 = 4cm[/tex] Initial pressure: [tex]P_1 = 3.03 \times 10^5 Pa[/tex]
Start by calculating the radius using:
[tex]r = 0.5d[/tex]
So, we have:
[tex]r_1 = 0.5 \times 4cm[/tex]
[tex]r_1 = 2cm[/tex]
Express as meters
[tex]r_1 = 0.02m[/tex]
Next, calculate the area using:
[tex]A =\pi r^2[/tex]
So, we have:
[tex]A_1 = \pi \times 0.02^2[/tex]
[tex]A_1 = \pi \times 0.004[/tex]
[tex]A_1 = 0.004\pi[/tex]
Also from the question, we have:
[tex]d_2 = 2.6cm[/tex]
[tex]h = 5m[/tex]
Calculate the radius using:
[tex]r = 0.5d[/tex]
So, we have:
[tex]r_2 = 0.5 \times 2.6cm[/tex]
[tex]r_2 = 1.3cm[/tex]
Express as meters
[tex]r_2 = 0.013m[/tex]
The area is then calculated as:
[tex]A =\pi r^2[/tex]
So, we have:
[tex]A_2 = \pi \times 0.013^2[/tex]
[tex]A_2 = \pi \times 0.000169[/tex]
[tex]A_2 = 0.000169\pi[/tex]
The velocity is then calculated using:
[tex]A_1v_1 = A_2v_2[/tex]
Make v2 the subject
[tex]v_2 = \frac{A_1v_1}{A_2}[/tex]
So, we have:
[tex]v_2 = \frac{0.0004\pi \times 0.5}{0.000169\pi}[/tex]
[tex]v_2 = \frac{0.0004\times 0.5}{0.000169}[/tex]
[tex]v_2 = 1.18343195266[/tex]
Approximate
[tex]v_2 = 1.18[/tex]
The pressure is then calculated as follows:
[tex]P_1 + 0.5 \times density \times v_1^2 + density \times g \times h_1 = P_2 + 0.5 \times density \times v_2^2 + density \times g \times h_2[/tex]
Where:
[tex]g = 9.81ms^{-1}[/tex]
[tex]density = 1000kgm^{-3[/tex]
[tex]h_1 = 0[/tex]
So, we have:
[tex]3 \times 10^5 + 0.5 \times 1000 \times 0.5^2 + 1000 \times 9.8 \times 0 = P_2 + 0.5 \times 1000 \times 1.18^2 + 1000 \times 9.8 \times 5[/tex]
[tex]300000 + 125 + 0 = P_2 + 696.2 + 49000[/tex]
Collect like terms
[tex]300000 + 125 - 696.2 - 49000 = P_2[/tex]
[tex]250428.8 = P_2[/tex]
Rewrite as:
[tex]P_2 =250428.8[/tex]
Rewrite as:
[tex]P_2 = 2.51 \times 10^5\ Pa[/tex]
Hence, the velocity and pressure are 1.18m/s and 2.51 * 10^5 Pa
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The velocity in the 2.6-cm diameter pipe is 2.0 m/s and the pressure in the 2.6-cm diameter pipe is 2.73x10^5 Pa.
To solve this problem, we can use the principle of continuity and the Bernoulli equation.
Continuity equation
The continuity equation states that the mass flow rate through a pipe is constant. This means that the product of the density of the fluid, the cross-sectional area of the pipe, and the velocity of the fluid is the same at all points in the pipe.
ρ * A * v = constant
where:
ρ is the density of the fluid in kg/m³
A is the cross-sectional area of the pipe in m²
v is the velocity of the fluid in m/s
Bernoulli equation
The Bernoulli equation states that the total energy of a fluid is constant along a streamline. This total energy is made up of the fluid's pressure energy, kinetic energy, and potential energy.
P + 1/2ρv² + ρgh = constant
where:
P is the pressure of the fluid in Pa
ρ is the density of the fluid in kg/m³
v is the velocity of the fluid in m/s
g is the acceleration due to gravity in m/s²
h is the height of the fluid above a reference point in m
Solving for the velocity and pressure in the 2.6-cm diameter pipe
We can use the continuity equation to solve for the velocity in the 2.6-cm diameter pipe.
ρ * π(0.02 m)² * v_2 = ρ * π(0.04 m)² * v_1
where:
v_1 is the velocity in the 4.0-cm diameter pipe
v_2 is the velocity in the 2.6-cm diameter pipe
Substituting in the known values, we get:
v_2 = (π(0.04 m)² * v_1) / π(0.02 m)²
v_2 = 4v_1
Therefore, the velocity in the 2.6-cm diameter pipe is four times greater than the velocity in the 4.0-cm diameter pipe. Since the velocity in the 4.0-cm diameter pipe is 0.50 m/s, the velocity in the 2.6-cm diameter pipe is 2.0 m/s.
We can use the Bernoulli equation to solve for the pressure in the 2.6-cm diameter pipe.
P_1 + 1/2ρv_1² + ρgh_1 = P_2 + 1/2ρv_2² + ρgh_2
where:
P_1 is the pressure in the 4.0-cm diameter pipe
P_2 is the pressure in the 2.6-cm diameter pipe
h_1 is the height of the water in the 4.0-cm diameter pipe above a reference point
h_2 is the height of the water in the 2.6-cm diameter pipe above a reference point
Assuming that the height of the water in the two pipes is the same, we can cancel out the ρgh terms.
P_1 + 1/2ρv_1² = P_2 + 1/2ρv_2²
Substituting in the known values, we get:
3.03x10^5 Pa + 1/2ρ(0.50 m/s)² = P_2 + 1/2ρ(2.0 m/s)²
P_2 = 3.03x10^5 Pa + 1/2ρ(0.50 m/s)² - 1/2ρ(2.0 m/s)²
P_2 = 2.73x10^5 Pa
Therefore, the pressure in the 2.6-cm diameter pipe is 2.73x10^5 Pa.
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