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Standard air flows at a rate of \(500 \mathrm{~L} / \mathrm{s}\) in an existing duct that is \(250 \mathrm{~mm}\) wide and \(500 \mathrm{~mm}\) high. The estimated equivalent sand roughness of the duct material is \(0.1 \mathrm{~mm}\). Ductwork renovations call for replacement of the existing duct by another rectangular duct having the same cross-sectional area and the same length but a different aspect ratio. The aspect ratio is defined as the height divided by the width. Aspect ratios in the range of \(0.1-3\) are being considered for the replacement duct. (a) Plot the ratio of the head loss in the replacement duct to the head loss in the existing duct as a function of the aspect ratio. (b) What aspect ratio in the replacement duct would give the least head loss?

Short Answer

Expert verified
The aspect ratio that minimizes head loss is found from the plot of head loss ratio versus aspect ratio.

Step by step solution

01

Determine the Cross-sectional Area of the Existing Duct

Given an existing duct with dimensions width \( W = 250 \mathrm{~mm} = 0.25 \mathrm{~m} \) and height \( H = 500 \mathrm{~mm} = 0.5 \mathrm{~m} \), calculate the cross-sectional area \( A \) as \( A = W \times H = 0.25 \times 0.5 = 0.125 \mathrm{~m^2} \).
02

Define Replacement Duct Dimensions

Given that the replacement duct must have the same cross-sectional area of \(0.125 \mathrm{~m^2}\), express the height \( H' \) in terms of the width \( W' \) and aspect ratio \( AR \). Thus, \( H' = AR \times W' \). Solve \( W' \times H' = 0.125 \), substituting \( H' \) to get \( W' = \sqrt{\frac{0.125}{AR}} \).
03

Calculate Hydraulic Diameter

For a rectangular duct, the hydraulic diameter \( D_h \) is given by \( D_h = \frac{2 \times W \times H}{W + H} \). For the replacement duct: \( D_h' = \frac{2 \times W' \times (AR \times W')}{W' + AR \times W'} = \frac{2 \times AR \times (W')^2}{(1 + AR) \times W'} = \frac{2 \times AR \times W'}{1 + AR} \).
04

Assume Similar Flow Conditions

Assume that the flow conditions, including flow rate and length, are constant. The flow resistance is determined by the Darcy-Weisbach equation: \( h_f = f \cdot \frac{L}{D_h} \cdot \frac{V^2}{2g} \). Only the friction factor \( f \) and hydraulic diameter \( D_h \) vary with duct shape. For turbulent flow, express \( f \) typically as a function of Reynolds number and relative roughness using the Colebrook equation.
05

Ratio of Head Losses

Express the ratio of head losses between the replacement and existing duct as \( \frac{h_f'}{h_f} = \frac{f' \cdot \frac{L}{D_h'}}{f \cdot \frac{L}{D_h}} = \frac{f'}{f} \cdot \frac{D_h}{D_h'} \). Solve for all possible aspect ratios \( AR \) given \( 0.1 \leq AR \leq 3.0 \). Assume consistent friction factor approximation for comparable roughness and turbulence dragging.
06

Plot and Analyze

Plot the computed head loss ratio \( \frac{h_f'}{h_f} \) against aspect ratio \( AR \). Analyze the plot to identify the aspect ratio that minimizes the head loss, occurring at the lowest point on the curve.

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Key Concepts

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

Understanding Aspect Ratio
In the evaluation of duct systems, the aspect ratio (AR) is an essential parameter. This is defined as the ratio of the duct's height to its width.
It represents the geometry of the duct cross-section and can significantly influence the fluid dynamics within the duct.
For example, a square duct has an aspect ratio of 1 because its height and width are equal.
Understanding how different aspect ratios affect a duct's performance is crucial in design optimization. When the aspect ratio changes, while maintaining the same cross-sectional area, it impacts the hydraulic diameter, affecting flow characteristics and efficiency.
  • AR = Height / Width
  • Wide and short duct: Low aspect ratio
  • Tall and narrow duct: High aspect ratio
Different aspect ratios will lead to variations in pressure drop and head loss, which are critical for efficient duct design.
Exploring Hydraulic Diameter
The hydraulic diameter is a concept utilized to characterize non-circular conduits, like ducts with rectangular cross sections.
It's a crucial factor in calculating the flow characteristics because it provides a simplified measure of the duct's size.
The hydraulic diameter (D_h ) for a rectangular duct is defined via the formula:\[D_h = \frac{2 \times W \times H}{W + H}\]Replacing the dimensions with new duct configurations involves recalculation to capture changes in duct performance.
However, for the replacement duct, the expression becomes:\[D_h' = \frac{2 \times AR \times W'}{1 + AR}\]The hydraulic diameter assists in determining friction factors and Reynolds numbers, which are fundamental for assessing fluid flow and related losses.
The Concept of Head Loss
Head loss refers to the reduction in the total energy of the fluid as it flows through a duct or pipe.
It involves losses from friction due to the duct's internal surface as well as minor losses from bends, fittings, etc.
In ductwork, minimizing head loss is vital to maintain efficient airflow and reduce operational costs.
Factors affecting head loss in ducts include:
  • Length of the duct
  • Hydraulic diameter
  • Roughness of the duct surface
  • Aspect ratio
A critical part of the exercise involves plotting the ratio of head loss in the replacement duct against the original duct as a function of aspect ratio. This plot helps determine which aspect ratio minimizes head loss, thereby guiding the optimal design choice.
Understanding the Darcy-Weisbach Equation
The Darcy-Weisbach equation is a fundamental relationship in fluid dynamics utilized to calculate head loss due to friction in a pipe or duct. It establishes a link between flow characteristics and frictional losses.
The equation is given as:\[ h_f = f \cdot \frac{L}{D_h} \cdot \frac{V^2}{2g}\]where:
  • \( h_f \) is the head loss due to friction
  • \( f \) is the friction factor
  • \( L \) is the length of the duct
  • \( D_h \) is the hydraulic diameter
  • \( V \) is the velocity of the flow
  • \( g \) is the acceleration due to gravity
Using this equation, you can compare various duct configurations by calculating the ratio of their head losses.
The choice of an optimal aspect ratio from this analysis will depend on achieving the minimum value of head loss, ensuring efficient duct operation.

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Most popular questions from this chapter

Water is to be delivered from a public water supply line to a two-story building. Under design conditions, each floor of the building is to be simultaneously supplied with water at a rate of \(200 \mathrm{~L} / \mathrm{min}\). The pipes in the building plumbing system are to be made of galvanized iron. The length of pipe from the public water supply line to the delivery point on the first floor is \(20 \mathrm{~m},\) the length of pipe from the delivery point on the first floor to the delivery point on the second floor is \(5 \mathrm{~m},\) the water delivery point on the first floor is \(2 \mathrm{~m}\) above the water main connection, and the delivery point on the second floor is \(3 \mathrm{~m}\) above the delivery point on the first floor. If the water pressure at the water main is \(380 \mathrm{kPa}\), what is the minimum diameter pipe in the building plumbing system to ensure that the pressure is at least \(240 \mathrm{kPa}\) on the second floor? Neglect minor losses and consider pipe diameters in increments of \(\frac{1}{4} \mathrm{~cm},\) with the smallest allowable diameter being \(\frac{1}{2} \mathrm{~cm} .\) For the selected diameter under design conditions, what is the water pressure on the first floor?

Water is to be pumped into a storage reservoir through a 230 -m-long galvanized pipeline that has an estimated roughness height of \(0.2 \mathrm{~mm}\). Under design conditions, the water level in the reservoir is \(18 \mathrm{~m}\) above the centerline of the pump discharge. When the pump is operating, the desired water pressure on the discharge side of the pump is \(400 \mathrm{kPa}\) and the desired flow rate is \(50 \mathrm{~L} / \mathrm{s}\). What pipe diameter is required to attain these operating conditions? Assume water at \(20^{\circ} \mathrm{C}\).

A 125 -mm-diameter duct admits air from a chamber in which the air temperature is \(80^{\circ} \mathrm{C}\) and the air pressure is \(101.3 \mathrm{kPa}\) (absolute). (a) Determine the minimum volume inflow rate required to ensure that the flow in the duct is turbulent. (b) At the limiting condition determined in part (a), what is the hydrodynamic entrance length required for fully developed flow in the duct?

The velocity profile, \(v(r),\) for turbulent flow in smooth pipes is sometimes estimated by the seventh-root law, originally proposed by Blasius (1913) as $$ v(r)=V_{0}\left(1-\frac{r}{R}\right)^{\frac{1}{7}} $$ where \(V_{0}\) is the centerline velocity and \(R\) is the radius of the pipe. Estimate the energy and momentum correction factors corresponding to the seventh-root law.

Water leaves a treatment plant in a 500 -mm-diameter ductile iron pipeline at a pressure of \(600 \mathrm{kPa}\) and at a flow rate of \(0.50 \mathrm{~m}^{3} / \mathrm{s}\). If the elevation of the pipeline at the treatment plant is \(120 \mathrm{~m}\), estimate the pressure in the pipeline \(1 \mathrm{~km}\) downstream where the elevation is \(100 \mathrm{~m}\). Assess whether the pressure in the pipeline would be sufficient to serve the top floor of a ten- story building (approximately \(30 \mathrm{~m}\) high).

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