/*! This file is auto-generated */ .wp-block-button__link{color:#fff;background-color:#32373c;border-radius:9999px;box-shadow:none;text-decoration:none;padding:calc(.667em + 2px) calc(1.333em + 2px);font-size:1.125em}.wp-block-file__button{background:#32373c;color:#fff;text-decoration:none} Problem 17 Liquid water at \(20^{\circ} \ma... [FREE SOLUTION] | 91Ó°ÊÓ

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Liquid water at \(20^{\circ} \mathrm{C}\) enters a pump though an inlet pipe having a diameter of \(160 \mathrm{~mm}\). The pump operates at steady state and supplies water to two exit pipes having diameters of \(80 \mathrm{~mm}\) and \(120 \mathrm{~mm}\), respectively. The velocity of the water exiting the \(80 \mathrm{~mm}\) pipe is \(0.5 \mathrm{~m} / \mathrm{s}\). At the exit of the \(120 \mathrm{~mm}\) pipe the velocity is \(0.1 \mathrm{~m} / \mathrm{s}\). The temperature of the water in each exit pipe is \(22^{\circ} \mathrm{C}\). Determine (a) the mass flow rate, in \(\mathrm{kg} / \mathrm{s}\), in the inlet pipe and each of the exit pipes, and (b) the volumetric flow rate at the inlet, in \(\mathrm{m}^{3} / \mathrm{s}\).

Short Answer

Expert verified
Mass flow rates: Inlet: 3.63 kg/s, 80 mm exit: 2.5 kg/s, 120 mm exit: 1.13 kg/s. Inlet volumetric flow rate: 0.00363 m³/s.

Step by step solution

01

Understand Given Data and Target

Collect all the given data and the targets to solve for. We are provided the diameter and velocities at different points in the system, and asked to find the mass flow rate and volumetric flow rates.
02

Calculate Cross-Sectional Areas

Convert diameters to meters: d1 = 0.16 m, d2 = 0.08 m, d3 = 0.12 mUse the formula \( A = \pi \left( \frac{d}{2} \right)^2 \)for the cross-sectional areas:a1 = \( \pi \left( 0.08 \right)^2 = 0.0201 \, m^2 \)a2 = \( \pi \left( 0.04 \right)^2 = 0.0050 \, m^2 \)a3 = \( \pi \left( 0.06 \right)^2 = 0.0113 \, m^2 \)
03

Calculate Volumetric Flow Rates at Exits

Use the formula \( Q = A \times V \)Calculate for each exit point:\( Q_2 = A_2 \times V_2 = 0.0050 \times 0.5 = 0.0025 \; m^3/ s \)\( Q_3 = A_3 \times V_3 = 0.0113 \times 0.1 = 0.00113 \; m^3/ s \)
04

Apply Mass Conservation Equation

Sum of mass flows in steady-state is conserved.Calculate the total volumetric flow rate: \( Q_1 = Q_2 + Q_3 = 0.0025 + 0.00113 = 0.00363 \; m^3/ s \)Assume water density around 1000 kg/m³ for both inlet and outlet.
05

Calculate Mass Flow Rates

From the volumetric flow rates, formula is: \( \text{mass flow rate} = \text{density} \times Q \)For Exit pipes 2 and 3: \( \text{m_dot}_2 = 1000 \times 0.0025 = 2.5 \; kg/s \) \( \text{m_dot}_3 = 1000 \times 0.00113 = 1.13 \; kg/s \)For the Inlet pipe 1: \( \text{m_dot}_1 = 1000 \times 0.00363 = 3.63 \; kg/s \)
06

Summarize Results

Inlet mass flow rate: 3.63 kg/s Exit 80 mm pipe mass flow rate: 2.5 kg/s Exit 120 mm pipe mass flow rate: 1.13 kg/sInlet volumetric flow rate: 0.00363 m³/s

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Key Concepts

These are the key concepts you need to understand to accurately answer the question.

Mass flow rate
Mass flow rate is essential in thermodynamics. It describes the mass of a substance passing through a unit area per unit time. For liquid water, given the density (\rho) is approximately 1000 kg/m³, we utilize the relationship: \ \text{mass flow rate} = \rho \times Q, \( Q \) being the volumetric flow rate. If we know how much volume is flowing through an area in a certain time and we multiply by the density, we get the mass flow rate. Here we used the following data:
  • For the 80 mm pipe, with a cross-sectional area of 0.0050 m², the water velocity is 0.5 m/s, making the volumetric flow rate 0.0025 m³/s.
  • For the 120 mm pipe, with a cross-sectional area of 0.0113 m² and water velocity of 0.1 m/s, the volumetric flow rate becomes 0.00113 m³/s.
By multiplying each volumetric flow rate by the density of water:
  • Mass flow rate in the 80 mm pipe: 1000 kg/m³ * 0.0025 m³/s = 2.5 kg/s.
  • Mass flow rate in the 120 mm pipe: 1000 kg/m³ * 0.00113 m³/s = 1.13 kg/s.
The same method is applied to find the mass flow rate at the inlet.
Volumetric flow rate
Volumetric flow rate is the volume of fluid flowing through a cross-sectional area per unit time. For any pipe, it can be calculated using: \ \text{volumetric flow rate} = Area \times Velocity, \ where Area (\text{A}) is the cross-sectional area of the pipe, and Velocity (\text{V}) is the fluid velocity in the pipe.
In the given exercise,
  • For the second pipe (80 mm diameter): Thus, using the formula: \( Q_2 = A_2 \times V_2 \) results in: 0.0050 m² * 0.5 m/s = 0.0025 m³/s.
  • For the third pipe (120 mm diameter): Again, applying the formula: \( Q_3 = A_3 \times V_3 \) results in: 0.0113 m² * 0.1 m/s = 0.00113 m³/s.
The total volumetric flow rate through the inlet can be determined using the principle of conservation of mass. Therefore, the sum of the volumetric flow rates in the exit pipes should equal the inlet. Hence, \( Q_1 = Q_2 + Q_3 = 0.0025 + 0.00113 = 0.00363 m³/s \).
Continuity equation
The continuity equation is a principle derived from the conservation of mass in fluid dynamics. It states that the mass flow rate into a system must equal the mass flow rate out of the system when it is at a steady state. This means that in an unchanged control volume under steady-state conditions, the amount of mass entering must equal the amount exiting. \( \text{Mass in} = \text{Mass out} \).
In the context of our problem, the continuity equation can be expressed as: \ \( \rho_1 \times Q_1 = \rho_2 \times Q_2 + \rho_3 \times Q_3 \). \ For water, assuming relatively incompressible fluid, the density remains constant, simplifying the equation to: \ \( Q_1 = Q_2 + Q_3 \). Therefore, we used: \ \( Q_1 = 0.0025 m³/s (from pipe 1) + 0.00113 m³/s (from pipe 2) = 0.00363 m³/s \). \ This allows us to cross-verify our volumetric and mass flow rate calculations.

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