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It is common to observe patterns in thin, semi-continuous layers of cirrus clouds that are highly suggestive of wave-like motion in the middle and upper troposphere. Astute observers may even have seen clouds that appear to mark a sequence of breaking waves near a large mountain or mountain range. These are indeed indications that waves can exist in the atmosphere, but are a misleading indication because these waves are only evident because they are made visible by clouds whose presence may not be directly related to the waves. There is the possibility that waves could exist in clear air, and also that waves could exist on such a large scale that they are not evident to observers looking up from Earth's surface. An example of a wave-filled atmosphere is shown in Figure 5.1. Studies of atmospheric waves have uncovered a wide range of wave types, all having different dynamical bases, different characteristics, and existing under different atmospheric conditions. All waves have a simple dynamical basis in common – they are driven by restoring forces that act in opposition to a displacement from an equilibrium position. The elasticity of air gives rise to sound waves. If the restoring force is gravity, the atmosphere will support gravity waves. If the restoring force is both gravity and the Coriolis force, the atmosphere will support inertia-gravity waves, while the Coriolis force alone gives rise to inertial waves. If the variation of Coriolis force with latitude provides the restoring force, Rossby waves will result. These waves are all particular solutions of the governing equations. We will explore only two simple wave types in order to illustrate the approaches needed for their analysis.
Sound waves are unlike other atmospheric waves in that they are longitudinal waves, in which the oscillation is in the direction of propagation. By contrast, transverse waves have an oscillation perpendicular to their direction of propagation.
Earth's atmosphere is a shallow fluid held by gravity to the surface of a spinning sphere whose surface is heated by electromagnetic radiation from the sun. Roughly two thirds of the sphere is covered by water, which continuously undergoes evaporation, condensation, freezing, thawing and sublimation. There is continuous turbulent transport of water vapour and heat between atmosphere and surface. At global scale, the atmosphere is in continuous motion, driven by a relative excess of heating in equatorial regions relative to higher latitudes. The net effect of this motion is a latitudinal redistribution of heat, either directly or by a net transport of moist air from the tropics to higher latitudes where it condenses and falls as precipitation.
Atmospheric large scale motion results in a cascade of energy to smaller scales, producing a complex palimpsest of motion of various types, and at a wide range of scales from global (tens of thousands of kilometres) to a microscale on the order of millimetres. In spatial terms, these motions include some that are quasi two-dimensional, some that are fully three-dimensional, some that are strongly wave-like, and some that are appropriately described as chaotic. Temporally, the motions have time scales of variability that range from astronomically forced variations over tens of thousands of years to turbulent fluctuations of a few seconds in duration, and more recently, decade scale temporal trends driven by human industrial activities. In addition to the purely dynamical phenomena I have just described, the atmosphere includes phenomena whose dynamics are powerfully influenced by thermodynamic processes (such as cloud and precipitation processes) and a wide range of fascinating atmospheric optical phenomena (such as rainbows and circumsolar haloes). This book will primarily concentrate on atmospheric dynamical phenomena, whose time and space scales are graphically shown in Figure 1.1. These phenomena are conventionally grouped into micro, meso and macro scales, and most analyses of atmospheric phenomena focus only on one of the ‘scales’. This narrowing of focus has become so sharp that most atmospheric scientists will label themselves according to the ‘scale’ they study.
We propose a locally smoothing method for some mathematical programs with complementarity constraints, which only incurs a local perturbation on these constraints. For the approximate problem obtained from the smoothing method, we show that the Mangasarian–Fromovitz constraints qualification holds under certain conditions. We also analyse the convergence behaviour of the smoothing method, and present some sufficient conditions such that an accumulation point of a sequence of stationary points for the approximate problems is a C-stationary point, an M-stationary point or a strongly stationary point. Numerical experiments are employed to test the performance of the algorithm developed. The results obtained demonstrate that our algorithm is much more promising than the similar ones in the literature.
We study the stability of inviscid, incompressible swirling flows of variable density with respect to azimuthal, normal mode disturbances. We prove that the wave velocity of neutral modes is bounded. A further refinement of Fung’s semi-elliptical instability region is given. This new instability region depends not only on the minimum Richardson number, and the lower and upper bounds for the angular velocity like Fung’s semi-ellipse, but also on the azimuthal wave number and the radii of the inner and outer cylinders. An estimation for the growth rate of unstable disturbances is obtained and it is compared to some of the recent asymptotic results.
The problem of oblique wave scattering by a rectangular submarine trench is investigated assuming a linearized theory of water waves. Due to the geometrical symmetry of the rectangular trench about the central line $x=0$, the boundary value problem is split into two separate problems involving the symmetric and antisymmetric potential functions. A multi-term Galerkin approximation involving ultra-spherical Gegenbauer polynomials is employed to solve the first-kind integral equations arising in the mathematical analysis of the problem. The reflection and transmission coefficients are computed numerically for various values of different parameters and different angles of incidence of the wave train. The coefficients are depicted graphically against the wave number for different situations. Some curves for these coefficients available in the literature and obtained by different methods are recovered.
We compare six fixed-stepsize fourth-order numerical methods for a number of test problems described by a system of coupled Korteweg–de Vries equations. Particular attention is paid to the ability of these methods to preserve fixed points (solitary waves) and the invariants of the system, and establishing to what extent the conservation of integral invariants is indicative of the solution error for these methods.
This text focuses on a variety of topics in mathematics in common usage in graduate engineering programs including vector calculus, linear and nonlinear ordinary differential equations, approximation methods, vector spaces, linear algebra, integral equations and dynamical systems. The book is designed for engineering graduate students who wonder how much of their basic mathematics will be of use in practice. Following development of the underlying analysis, the book takes students through a large number of examples that have been worked in detail. Students can choose to go through each step or to skip ahead if they so desire. After seeing all the intermediate steps, they will be in a better position to know what is expected of them when solving assignments, examination problems, and when on the job. Chapters conclude with exercises for the student that reinforce the chapter content and help connect the subject matter to a variety of engineering problems. Students have grown up with computer-based tools including numerical calculations and computer graphics; the worked-out examples as well as the end-of-chapter exercises often use computers for numerical and symbolic computations and for graphical display of the results.
This chapter deals with approximation methods, mainly through the use of series. After a short discussion of approximation of known functions, we focus on approximately solving equations for unknown functions. One might wonder why anyone should bother with an approximate solution in favor of an exact solution. There are many justifications. Often physical systems are described by complicated equations with detailed exact solutions; the details of the solution may in fact obscure easy interpretation of results, rendering the solution to be of small aid in discerning trends or identifying the most important causal agents. A carefully crafted approximate solution will often yield a result that exposes the important driving physics and filters away extraneous features of the solution. Colloquially, one hopes for an approximate solution that segregates the so-called signal from the noise. This can aid the engineer greatly in building or reinforcing intuition and sometimes lead to a more efficient design and control strategy. In other cases, including those with practical importance, exact solutions are not available. In such cases, engineers often resort to numerically based approximation methods. Indeed, these methods have been established as an essential design tool; however, short of exhaustive parametric studies, it can be difficult to induce significant general insight from numerics alone. Numerical approximation is a broad topic and is not is studied here in any real detail; instead, we focus on analysis-based approximation methods. They do not work for all problems, but in those cases where they do, they are potent aids to the engineer as a predictive tool for design.
Often, though not always, approximation methods rely on some form of linearization to capture the behavior of some local nonlinearity. Such methods are useful in solving algebraic, differential, and integral equations. We begin with a consideration of Taylor series and the closely related Padé approximant. The class of methods we next consider, power series, employed already in Section 4.4 for solutions of ordinary differential equations, is formally exact in that an infinite number of terms can be obtained. Moreover, many such series can be shown to have absolute and uniform convergence properties as well as analytical estimates of errors incurred by truncation at a finite number of terms.
Linear algebra is part of the foundation of mathematics and has widespread usage in engineering. In this chapter, we specialize the linear analysis of Chapter 6 to finite-dimensional vector spaces in which the linear operator is a constant matrix. Many of the topics will be familiar, and some will likely be new. Considerable effort is spent defining terms and finding the best solution to systems of linear algebraic equations. As nearly all computational methods for solution of equations modeling physical systems rely on linear algebra, our expansive treatment is justified. Throughout the chapter, geometric interpretations are applied when appropriate. Some topics introduced in previous chapters are more fully explored, including matrices that effect rotation and reflection, projection matrices, eigenvalues and eigenvectors, and quadratic forms. New topics include a variety of matrix decompositions that are widely used in computational linear algebra. Of these the most important is the so-called singular value decomposition (SVD). We also give a matrix interpretation of two methods in wide use in engineering: (1) the least squares method and (2) the discrete Fourier transform. We close with a general strategy to find the best solution to linear algebra systems based on the SVD. In contrast to Chapter 6, we return in this chapter to Gibbs notation for vectors and matrices. Thus, matrices will be represented by uppercase bold-faced letters, such as A, and vectors by lowercase bold-faced letters, such as x.
Paradigm Problem
One of the most important problems in linear algebra lies in addressing the equation
A · x = b, (7.1)
where A is a known constant matrix, b is a known column vector, and x is an unknown column vector. We note the analog to linear differential equations with the general form of Eq. (4.1), Ly = f(x). Here the matrix A plays the role of the differential operator L, the vector x plays the rule of the function y, and the vector b plays the role of the forcing function f(x).