/*! 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 27 In studying sand transport by oc... [FREE SOLUTION] | 91Ó°ÊÓ

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In studying sand transport by ocean waves, A. Shields in 1936 postulated that the threshold wave-induced bottom shear stress \(\tau\) required to move particles depends upon gravity \(g,\) particle size \(d\) and density \(\rho_{p},\) and water density \(\rho\) and viscosity \(\mu .\) Find suitable dimensionless groups of this problem, which resulted in 1936 in the celebrated Shields sandtransport diagram.

Short Answer

Expert verified
The dimensionless groups are: \(\frac{\rho d^3 \tau}{\mu^2}\), \(\frac{\rho_p}{\rho}\), and \(\frac{g d^3 \rho}{\mu^2}\).

Step by step solution

01

Identify Relevant Variables

The problem involves the following six fundamental quantities: wave-induced bottom shear stress \(\tau\) \, (\(\text{N/m}^2\)), gravity \(g\) \, (\(\text{m/s}^2\)), particle size \(d\) \, (\(\text{m}\)), particle density \(\rho_p\) \, (\(\text{kg/m}^3\)), water density \(\rho\) \, (\(\text{kg/m}^3\)), and dynamic viscosity \(\mu\) \, (\(\text{Pa}\cdot\text{s}\)).
02

Determine Base Dimensions

Identify the basic dimensions for each of the quantities: \(\tau\rightarrow \text{M/LT}^2\), \(g\rightarrow \text{L/T}^2\), \(d\rightarrow \text{L}\), \(\rho_p\rightarrow \text{M/L}^3\), \(\rho\rightarrow \text{M/L}^3\), \(\mu\rightarrow \text{M/LT}\).
03

Apply Buckingham Pi Theorem

We've identified 6 variables and we have 3 base dimensions \((\text{M, L, T})\). According to Buckingham Pi Theorem, we need \(6-3=3\) dimensionless groups (pi terms).
04

Formulate Dimensionless Parameters

Use the distinct variables to form pi terms. Begin with the chosen repeating variables: \(d, \rho, \mu\). An example set of dimensionless groups (pi terms) is:1. \(\Pi_1 = \frac{\rho d^3 \tau}{\mu^2}\)2. \(\Pi_2 = \frac{\rho_p}{\rho}\)3. \(\Pi_3 = \frac{g d^3 \rho}{\mu^2}\) (often related to Reynolds number consideration)
05

Interpret and Analyse

These dimensionless groups represent the problem scaling naturally. Shields' diagram uses these parameters to plot non-dimensional shear stress against some representation of particle behavior to determine sediment movement.

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Key Concepts

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

Dimensionless Groups
In the study of fluid mechanics, the concept of dimensionless groups is fundamental. These groups, often used in conjunction with the Buckingham Pi Theorem, help simplify complex problems by reducing variables into forms that are free from units. This means we can compare the results of different experimental setups easily, regardless of the scale at which they were performed.

Dimensionless groups express the relationship between the variables involved in a problem. For Shields' diagram, which examines the conditions needed for sediment movement, three key dimensionless groups are:
  • Pi 1: \( \frac{\rho d^3 \tau}{\mu^2} \)
  • Pi 2: \( \frac{\rho_p}{\rho} \)
  • Pi 3: \( \frac{g d^3 \rho}{\mu^2} \)
These groups can be used to explore the behavior and interactions of variables such as shear stress, particle size, gravity, and viscosity.
Shear Stress
Shear stress is a crucial concept in understanding how forces act parallel to the surface of materials. In the context of Shields' work, shear stress \( \tau \) refers to the force per unit area exerted by ocean waves on the seabed. It is this stress that can initiate the movement of sand particles, a key part of sediment transport studies.

Shear stress can be measured in units of Newtons per square meter (\( \text{N/m}^2 \)), and it depends on a variety of factors, like the velocity of the wave and the properties of the medium. The goal of understanding shear stress is to predict the conditions under which sediment moves, which is critical for applications in coastal engineering and sediment management.
Particle Size
Particle size \( d \) is a fundamental variable when assessing sediment transport. It determines the ease with which particles can be influenced by forces such as gravity and fluid motion. Smaller particles require less force to move compared to larger ones.

In Shields' diagram, particle size is considered in combination with other variables to form dimensionless groups. By analyzing these groups, researchers can predict sediment behavior across different environments. Its measurement is typically in meters (\( \text{m} \)), but dimensionless groups enable size-independent analysis.
Density
Density is a measure of mass per unit volume, and it is a critical component in the study of fluid dynamics and particle movement. In the context of sediment transport, two densities are particularly significant: the density of the particles \( \rho_p \) and the density of the fluid, such as water \( \rho \).

The difference between these densities plays a crucial role in determining whether particles will settle or remain suspended. In Shields' context, density is a core variable contributing to dimensionless groups, helping explain how particles will behave in differing fluid environments and flow conditions.
Viscosity
Viscosity \( \mu \) describes a fluid's resistance to deformation and flow, which is essential in understanding sediment dynamics under moving water. A highly viscous fluid resists motion and can suppress the movement of sediment particles.

In mathematical terms, viscosity is expressed in Pas (\( \text{Pa}\cdot\text{s} \)), and is incorporated into dimensionless groups to study sediment transport. It acts as a counterbalance to applied shear stress, determining how energy from waves translates into particle movement. Understanding viscosity helps in predicting how sediment is transported especially in fluid environments.
Gravity
Gravity \( g \) is a universally recognized force that acts to bring objects towards the Earth’s center. It contributes significantly to how sediment behaves in water. Without gravity, sediment would be buoyant, making movement driven solely by fluid forces.

Through dimensionless analysis, gravity integrates with other physical properties such as density and particle size to provide insight into sediment mechanics. Gravity is part of the dimensional group \( \Pi_3 \), which, alongside other variables, evaluates how particles lift and settle within fluid flows in various conditions.
Buckingham Pi Theorem
The Buckingham Pi Theorem is a key principle in the field of dimensional analysis, particularly useful where problems involve several variables. It offers a method to reduce these variables into dimensionless groups, simplifying the system's complexity and aiding in the comparison of different physical systems.

According to the theorem, if you have \( n \) variables and \( k \) dimensional units, you can derive \( n-k \) dimensionless parameters or Pi terms. In the Shields diagram context, this framework is applied to replace six variables with three dimensionless groups. This reduction makes analysis more manageable, allowing for predictive modeling of sediment movement.

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Most popular questions from this chapter

Consider flow over a very small object in a viscous fluid. Analysis of the equations of motion shows that the inertial terms are much smaller than the viscous and pressure terms. It turns out, then, that fluid density drops out of the equations of motion. Such flows are called creeping flows. The only important parameters in the problem are the velocity of motion \(U\), the viscosity of the fluid \(\mu\), and the length scale of the body. For three-dimensional bodies, like spheres, creeping flow analysis yields very good results. It is uncertain, however, if such analysis can be applied to two-dimensional bodies such as a circular cylinder, since even though the diameter may be very small, the length of the cylinder is infinite for a two-dimensional flow. Let us see if dimensional analysis can help. (a) Using the Buckingham pi theorem, generate an expression for the two- dimensional drag \(D_{2-\mathrm{D}}\) as a function of the other parameters in the problem. Use cylinder diameter \(d\) as the appropriate length scale. Be careful the two-dimensional drag has dimensions of force per unit length rather than simply force. ( \(b\) ) Is your result physically plausible? If not, explain why not. \((c)\) It turns out that fluid density \(\rho\) cannot be neglected in analysis of creeping flow over two-dimensional bodies. Repeat the dimensional analysis, this time with \(\rho\) included as a parameter. Find the nondimensional relationship between the parameters in this problem.

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