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The velocity distribution in a laminar boundary layer is found to be adequately described by the following half-sine-wave distribution: $$ \frac{u}{U}=\sin \left(\frac{\pi}{2} \cdot \frac{y}{\delta}\right) $$ where \(u\) is the velocity at a distance \(y\) from the surface, \(U\) is the free- stream velocity, and \(\delta\) is the thickness of the boundary layer. Determine the ratio of the displacement thickness to the boundary layer thickness.

Short Answer

Expert verified
The ratio of the displacement thickness to the boundary layer thickness is approximately 0.364.

Step by step solution

01

Understand the Displacement Thickness Definition

The displacement thickness, denoted as \( \delta^* \), represents how much the boundary layer displaces the flow streamlines from the wall. It is calculated using the formula: \[ \delta^* = \int_0^\delta \left(1 - \frac{u}{U}\right) dy \] where \( u \) is the flow velocity at distance \( y \) from the surface.
02

Substitute Velocity Profile into Displacement Thickness Formula

Given \( \frac{u}{U} = \sin \left(\frac{\pi}{2} \cdot \frac{y}{\delta}\right) \), substitute this into the displacement thickness integration: \[ \delta^* = \int_0^\delta \left(1 - \sin \left(\frac{\pi}{2} \cdot \frac{y}{\delta}\right)\right) dy \]
03

Simplify the Integral

Rewrite the integral: \[ \delta^* = \int_0^\delta \left(1 - \sin \left(\frac{\pi}{2} \cdot \frac{y}{\delta}\right)\right) dy = \int_0^\delta 1\, dy - \int_0^\delta \sin \left(\frac{\pi}{2} \cdot \frac{y}{\delta}\right) dy \]
04

Integrate the Components

Calculate the first integral: \[ \int_0^\delta 1\, dy = \delta \]Calculate the second integral using substitution \( z = \frac{\pi}{2} \cdot \frac{y}{\delta} \):\[ \int \sin(z) \frac{2\delta}{\pi} dz \] simplifies to:\[ \left[ -\frac{2\delta}{\pi} \cos(z) \right]_0^{\frac{\pi}{2}} = -\frac{2\delta}{\pi} (\cos(\frac{\pi}{2}) - \cos(0)) = \frac{2\delta}{\pi} \]
05

Combine Results

Combine the results of the integrals to find \( \delta^* \):\[ \delta^* = \delta - \frac{2\delta}{\pi} = \delta \left(1 - \frac{2}{\pi}\right) \]
06

Calculate the Ratio of Displacement Thickness to Boundary Layer Thickness

The ratio \( \frac{\delta^*}{\delta} \) is:\[ \frac{\delta^*}{\delta} = 1 - \frac{2}{\pi} \] Simplifying gives:\[ \frac{\delta^*}{\delta} \approx 0.364 \]

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Key Concepts

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

Laminar Flow
Laminar flow is a type of fluid motion where the fluid travels smoothly or in regular paths. It is characterized by high order and low levels of mixing, making it quite predictable.
This kind of flow is more common at lower velocities and in small conduits, where the fluid particles move in parallel layers or streams without interference. An important aspect of laminar flow is its stability and uniformity across the stream. Unlike turbulent flow, which exhibits erratic fluctuations and mixing, laminar flow remains consistent, similar to sheets of paper gliding smoothly over one another.
Understanding laminar flow is crucial in engineering applications, as it helps in predicting frictional forces, assessing energy losses, and optimizing flow systems for efficiency.
Displacement Thickness
Displacement thickness, denoted by \( \delta^* \), is a measure of how much the presence of a boundary layer displaces the flow away from a surface. It indicates the thickness of a layer of fluid flowing at free-stream velocity that would be displaced by the boundary layer.The calculation involves integrating the difference between the free-stream velocity and the actual velocity across the boundary layer: \[ \delta^* = \int_0^\delta \left(1 - \frac{u}{U}\right) dy \]This concept is essential in determining how the flow field is altered by the presence of a boundary layer.
Displacement thickness is crucial in aerodynamics and hydrodynamics, influencing drag and lift calculations. Interestingly, it also helps define the boundary layer's impact on a wider fluid flow, making it vital for accurate fluid dynamics modeling.
Velocity Distribution
Velocity distribution in a flow describes how fluid velocity varies at different points across a section of a flow field. In a laminar boundary layer, the velocity profile is often smooth and follows a predictable pattern.
For the context of the exercise, the velocity distribution can be expressed by a half-sine wave equation:\[ \frac{u}{U} = \sin \left(\frac{\pi}{2} \cdot \frac{y}{\delta}\right) \]where \( u \) is the velocity at a distance \( y \) from the boundary surface, \( U \) is the free-stream velocity, and \( \delta \) is the boundary layer thickness. This correlation helps in visualizing the velocity gradient within the boundary layer.
Understanding velocity distribution is vital for recognizing how fluid speeds impact force, momentum, and ultimately the performance of fluid flow systems.
Boundary Layer Thickness
Boundary layer thickness, denoted as \( \delta \), is a key measure in fluid dynamics that describes the distance within which the flow velocity changes from zero at the surface (due to the no-slip condition) to near free-stream velocity.The boundary layer is a thin region adjacent to the boundary of a solid where viscous forces are significant. The concept is instrumental in determining the scale and influence of viscous forces as compared to inertial forces.
The thickness is an essential parameter in designing and analyzing various fluid flow systems, as it plays a significant role in determining drag and heat transfer rates.
  • It helps engineers design more efficient aerodynamic shapes for vehicles and airfoils.
  • It assists in optimizing the cooling processes in systems like heat exchangers.
  • It contributes to the prediction of pollutant dispersion rates in environmental studies.
Understanding and calculating boundary layer thickness can significantly influence the effectiveness and efficiency of engineering applications.

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Most popular questions from this chapter

Water at \(15^{\circ} \mathrm{C}\) flows over a flat surface with a free-stream velocity of \(1.1 \mathrm{~m} / \mathrm{s}\). Determine the velocity at a point \(0.5 \mathrm{~m}\) downstream of the leading edge and \(1 \mathrm{~mm}\) from the surface, assuming that the velocity profile in the boundary layer can be approximated by the following cubic distribution: $$ \frac{u}{U}=\frac{3}{2} \frac{y}{\delta}+\frac{1}{2}\left(\frac{y}{\delta}\right)^{3} $$ Estimate the velocity at the same point using the Blasius solution and determine the percentage error incurred by not using the Blasius solution.

Standard air flows over a 2 -m-long, 3 -m-wide flat surface at a speed of \(30 \mathrm{~m} / \mathrm{s}\). The boundary layer is assumed to be in the smooth turbulent regime over the entire surface, and the velocity distribution within the boundary layer is assumed to follow the one-seventh power law distribution. (a) Estimate the thickness of the boundary layer at the downstream end of the surface. (b) Compare the drag force on the front half of the surface with the drag force on the back half of the surface.

The momentum integral equation is derived in the text for the case in which the free-stream velocity, \(U,\) remains constant (see Equation 11.76 ). In cases where the free-stream velocity varies as a function of the distance, \(x\), along a flat surface, a force balance between two sections along the boundary layer yields the following momentum equation: $$ -\delta \frac{\mathrm{d} p}{\mathrm{~d} x}-\tau_{\mathrm{w}}=\frac{\partial}{\partial x} \int_{0}^{\delta} u \rho u \mathrm{~d} y-U \frac{\partial}{\partial x} \int_{0}^{\delta} \rho u \mathrm{~d} y $$ where \(\mathrm{d} p / \mathrm{d} x\) is the pressure gradient along the surface in the streamwise direction. Show that Equation 11.118 can be expressed without the pressure-gradient term as $$ \tau_{\mathrm{w}}=-\frac{\partial}{\partial x} \int_{0}^{\delta} u \rho u \mathrm{~d} y+U \frac{\partial}{\partial x} \int_{0}^{\delta} \rho u \mathrm{~d} y+\frac{\mathrm{d} U}{\mathrm{~d} x} \int_{0}^{\delta} \rho U \mathrm{~d} y $$

Water at \(10^{\circ} \mathrm{C}\) flows over a flat surface at a velocity of \(9 \mathrm{~m} / \mathrm{s}\). At a location \(3 \mathrm{~m}\) downstream of the leading edge, (a) determine the range of distances from the surface for which the velocity defect law is applicable and (b) express the applicable velocity defect law in the form \(u(y)=a f(y / b)+c\), where \(a, b\), and \(c\) are constants.

The velocity distribution near a solid surface can be crudely approximated as being linear such that $$ \frac{u}{U}=\left\\{\begin{array}{ll} \frac{y}{\delta}, & y \leq \delta \\ 1, & y>\delta \end{array}\right. $$ where \(u\) is the longitudinal velocity in the boundary layer, \(U\) is the free- stream longitudinal velocity, \(y\) is the distance from the surface, and \(\delta\) is the thickness of the boundary layer. (a) Determine the momentum thickness of the boundary layer. (b) Determine the shear stress on the surface in terms of \(\mu, U,\) and \(\delta,\) where \(\mu\) is the dynamic viscosity of the fluid. (c) Combine the results obtained in parts (a) and (b) with the momentum integral equation to determine the relationship between \(\delta / x\) and \(\operatorname{Re}_{x},\) where \(x\) is the distance from the point where \(\delta=0\) and \(\operatorname{Re}_{x}\) is the Reynolds number, using \(x\) as the length scale.

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