Helium flows through a 0.30 -m-diameter horizontal pipe with a temperature of \(20^{\circ} \mathrm{C}\) and a pressure of \(200 \mathrm{kPa}(\mathrm{abs})\) at a rate of \(0.30 \mathrm{kg} / \mathrm{s}\). If the pipe reduces to 0.25 -m-diameter, determine the pressure difference between these two sections. Assume incompressible, inviscid flow.

Short Answer

Expert verified
The pressure difference can be computed as \(delta_p = abs(p_1 - p_2)\). Specific values of \(delta_p\) will be dependent on the results from Step 1 and Step 2, and the initial conditions given in the exercise.

Step by step solution

01

Determine the velocities at the two points

The fluid velocity at the two sections of the pipe can be determined using the continuity equation, which states that the mass flow rate, \(m\), remains constant throughout. This is given by \(m= ρAv\), where A is the cross-sectional area of the pipe, ρ is the fluid density and v is the fluid velocity. Since \(m\) is constant, we have that \(A_1v_1 = A_2v_2 \). Considering that A is given by \(πd^2/4\), we find that the velocities \(v_1\) and \(v_2\) correspond to \(m/(ρπd_1^2/4)\) and \(m/(ρπd_2^2/4)\) respectively.
02

Apply Bernoulli’s equation

After determining the velocities at the two points, we then apply Bernoulli’s equation which states that the total mechanical energy at any two points in a streamline is constant. Hence, \(p_1+ 1/2 ρv_1^2 = p_2+1/2 ρv_2^2\). We then isolate \(p_2\) and get \(p_2 = p_1 + 1/2 ρ(v_1^2 - v_2^2)\). We substitute the values of \(v_1\) and \(v_2\) computed in the previous step to solve for \(p_2\).
03

Compute pressure difference

The pressure difference between the two sections of the pipe can finally be determined by computing the absolute difference between \(p_1\) and \(p_2\). This gives \(delta_p = abs(p_1 - p_2)\).

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Most popular questions from this chapter

What pressure gradient along the streamline, \(d p / d s\), is required to accelerate water upward in a vertical pipe at a rate of \(30 \mathrm{ft} / \mathrm{s}^{2} ?\) What is the the if the flow is downward?

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