To save content items to your account,
please confirm that you agree to abide by our usage policies.
If this is the first time you use this feature, you will be asked to authorise Cambridge Core to connect with your account.
Find out more about saving content to .
To save content items to your Kindle, first ensure no-reply@cambridge.org
is added to your Approved Personal Document E-mail List under your Personal Document Settings
on the Manage Your Content and Devices page of your Amazon account. Then enter the ‘name’ part
of your Kindle email address below.
Find out more about saving to your Kindle.
Note you can select to save to either the @free.kindle.com or @kindle.com variations.
‘@free.kindle.com’ emails are free but can only be saved to your device when it is connected to wi-fi.
‘@kindle.com’ emails can be delivered even when you are not connected to wi-fi, but note that service fees apply.
In the twentieth century, there were a number of innovations in applied mathematical techniques. Some had their origins in the years before. Rayleigh seems to have begun many of these innovations that were taken up by others in the twentieth century. Rayleigh's criterion establishes the instability of a rotating fluid. Based on elementary physical arguments, he was able to conclude (loosely) that the flow configuration is stable when the square of the circulation increases outward. In the early years of the twentieth century, work was done to put many of these physical arguments on a stronger mathematical footing. One of the techniques that has proven to be useful is the study of eigenvalue problems for differential equations. This technique relates particularly to the method of normal modes of vibration of a physical system and to discrete–mode instabilities of fluid flows. Many examples of this latter application, which is given some limited discussion in this chapter, may be found in (Chandrasekhar) and (Drazin and Reid), for example.
The general mathematical ideas were first developed by Sturm and Liouville, but Fourier had laid much of the groundwork in his theory of heat conduction. This “continuous” treatment, by means of differential equations, has discrete analogs as well, in the theories of matrices and of particle systems.
For us, the material presented in Chapters 1 through 6 of this book is a preamble: the material allows us to solve problems that arise in the analysis of physical problems, which so often end in partial differential equations. It is true that the analysis of Fourier transforms, for example, or eigenfunction expansions are, in themselves, interesting mathematical pursuits. However, our reason for studying what has come before this chapter, and the motivation for most applied mathematicians, is pragmatic: We are thereby enabled to approach solutions to those very physical problems we wish to solve.
With the advent and now exploding use of tools, such as RANS, DNS, and LES for solving the Navier–Stokes equations numerically, one might presume that the methodologies of this book are out of date. However, it has been our experience in our years of fluid dynamics research that the cross–fertilization of numerics and analysis, functioning synergistically alongside each other, provides insights into physical problems that are not available from either one standing alone. So, this chapter and Chapter 8 present some relatively simple, but real–world problems, that use more than one method from the previous chapters.
Lee Waves
We now turn to a problem that is important in atmospheric flows, namely the standing gravity waves downstream of mountains, known as Lee waves. Early work on Lee waves may be found in (Janowitz) and (Miles), for example; an excellent, recent summary of the topic is in (Wurtele, et al).
In this book, it is our intent to equip graduate students in applied mathematics and engineering with a range of classical analytical methods for the solution of partial differential equations. In our research specialties, numerical methods, on the one hand, and perturbation and variational methods, on the other, constitute contemporary tools that are explicitly not covered in this book, since there are significant books that are devoted to those topics specifically.
This book grew not from the authors' desire to write a textbook but rather from many years for each of us in compiling notes to be distributed to our graduate students in courses devoted to the solution of partial differential equations. One of us taught mostly engineers (MRF at The Ohio State University), and the other (IH at Howard University and later at Rensselaer Polytechnic Institute) mostly mathematicians. It surprised us to learn, on becoming re–acquainted at RPI, how similar are our perspectives about this material, and in particular the level of rigor with which it ought to be presented. Further, both of us wanted to create a book that would include many of the techniques that we have learned one way or another but are quite simply not in books.
The topics chosen for the book are those that we have found to be of considerable use in our own research careers. These are topics that are applicable in many areas, such as aeronautics and astronautics; biomechanics; chemical, civil, and mechanical engineering fluid mechanics; and geophysical flows.
Some new Gronwall–Ou-Iang type integral inequalities in two independent variables are established. We also present some of its application to the study of certain classes of integral and differential equations.
A Riesz space-fractional reaction–dispersion equation (RSFRDE) is obtained from the classical reaction–dispersion equation (RDE) by replacing the second-order space derivative with a Riesz derivative of order β∈(1,2]. In this paper, using Laplace and Fourier transforms, we obtain the fundamental solution for a RSFRDE. We propose an explicit finite-difference approximation for a RSFRDE in a bounded spatial domain, and analyse its stability and convergence. Some numerical examples are presented.
The finite difference solution of the Dirichlet problem on rectangles when a boundary function is given from C1,1 is analyzed. It is shown that the maximum error for a nine-point approximation is of the order of O(h2(|ln h|+1)) as a five-point approximation. This order can be improved up to O(h2) when the nine-point approximation in the grids which are a distance h from the boundary is replaced by a five-point approximation (“five and nine”-point scheme). It is also proved that the class of boundary functions C1,1 used to obtain the error estimations essentially cannot be enlarged. We provide numerical experiments to support the analysis made. These results point at the importance of taking the smoothness of the boundary functions into account when choosing the numerical algorithms in applied problems.
A new sharp L2 inequality of Ostrowski type is established, which provides some other interesting results as special cases. Applications in numerical integration are also given.
Let M be an n-dimensional space-like hypersurface in a locally symmetric Lorentz space, with n(n−1)R=κH(κ>0) and satisfying certain additional conditions on the sectional curvature. Denote by S and H the squared norm of the second fundamental form and the mean curvature of M, respectively. We show that if the mean curvature is nonnegative and attains its maximum on M, then:
(1) if H2<4(n−1)c/n2, M is totally umbilical;
(2) if H2=4(n−1)c/n2, M is totally umbilical or is an isoparametric hypersurface;
(3) if H2>4(n−1)c/n2 and S satisfies some pinching conditions, M is totally umbilical or is an isoparametric hypersurface.
The hyper-Wiener index of a connected graph G is defined as , where V (G) is the set of all vertices of G and d(u,v) is the distance between the vertices u,v∈V (G). In this paper we find an exact expression for the hyper-Wiener index of TUHC6[2p,q], the zigzag polyhex nanotube.
The steady response of the free surface of a fluid in a porous medium is considered during extraction of the fluid through a line sink. A conformal-mapping approach is used to derive exact solutions to a family of problems in which the line sink is placed at the apex of a wedge-shaped impermeable base, including the limiting cases of an unbounded aquifer and a flat-bottomed aquifer of finite depth. Both critical cusp solutions and sub-critical solutions are computed exactly as Fourier sine series.
We give here some extensions of inequalities of Popoviciu and Rado. The idea is to use an inequality [C. P. Niculescu and L. E. Persson, Convex functions. Basic theory and applications (Universitaria Press, Craiova, 2003), Page 4] which gives an approximation of the arithmetic mean of n values of a given convex function in terms of the value at the arithmetic mean of the arguments. We also give more general forms of this inequality by replacing the arithmetic mean with others. Finally we use these inequalities to establish similar inequalities of Popoviciu and Rado type.
There has recently been considerable interest in the stability of stochastic differential equations with Markovian switching, and a number of results have been achieved. However, due to the exponential sojourn time of Markovian chain at each state, there are many restrictions on existing results for practical application. In this paper, we explore the problem of stability in distribution of nonlinear systems with time-varying delays and semi-Markov switching. Unlike existing models, the new model takes into account noise, time-varying delays and semi-Markov switching. By means of stochastic analysis, functional analysis and inequality techniques, sufficient conditions are obtained to guarantee the stability of the systems concerned. The proposed results are new and extend existing ones.