Methods for Calculating the Effect of Gravity on Two-dimensional Free Surface Flows
Author: Byrne Perry
Publisher:
Published: 1957
Total Pages: 194
ISBN-13:
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Author: Byrne Perry
Publisher:
Published: 1957
Total Pages: 194
ISBN-13:
DOWNLOAD EBOOKAuthor: United States. National Bureau of Standards
Publisher:
Published: 1959
Total Pages: 844
ISBN-13:
DOWNLOAD EBOOKAuthor: United States. National Bureau of Standards
Publisher:
Published: 1959
Total Pages: 200
ISBN-13:
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Publisher:
Published: 1965
Total Pages: 242
ISBN-13:
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Publisher:
Published: 1959
Total Pages: 208
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Publisher:
Published: 1965
Total Pages: 244
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DOWNLOAD EBOOKAuthor: Dan Czamanski
Publisher: Springer Science & Business Media
Published: 2013-03-09
Total Pages: 279
ISBN-13: 9401704279
DOWNLOAD EBOOKThisvolumecelebratestheeightiethbirthdayofJosephB. Keller. The authors who contributed to this volume belong to what can be called the “Keller school of applied mathematics. ” They are former students, postdoctoral fellows and visiting scientists who have collaborated with Joe (some of them still do) during his long career. They all look at Joe as their ultimate (role) model. JoeKeller’sdistinguishedcareerhasbeendividedbetweentheCourant Institute of Mathematical Sciences at New York University, where he received all his degrees (his PhD adviser being the great R. Courant himself) and served as a professor for 30 years, and Stanford University, where he has been since 1978. The appended photos highlight some scenes from the old days. Those who know Joe Keller’s work have been always amazed by its diversity and breadth. It is considered a well-known truth that there is not a single important area in applied mathematics or physics which Keller did not contribute to. This can be appreciated, for example, by glancing through his list of publication included in this volume. App- priately, the papers in this book, written with Joe’s inspiration, cover a variety of application areas; together they span the broad subject of mathematical modeling. The models discussed in the book describe the behavior of various systems such as those related to ?nance, waves, - croorganisms, shocks, DNA, ?ames, contact, optics, ?uids, bubbles and jets. Joe’s activity includes many more areas, which unfortunately are not represented here.
Author: Taras Gerya
Publisher: Cambridge University Press
Published: 2010
Total Pages: 359
ISBN-13: 0521887542
DOWNLOAD EBOOKThis user-friendly reference for students and researchers presents the basic mathematical theory, before introducing modelling of key geodynamic processes.
Author: United States. National Bureau of Standards
Publisher:
Published: 1934
Total Pages: 208
ISBN-13:
DOWNLOAD EBOOKAuthor: C.A. Truesdell
Publisher: Springer Science & Business Media
Published: 2012-12-06
Total Pages: 822
ISBN-13: 3642459447
DOWNLOAD EBOOKSect 2. 317 tinuity surfaces 1. This suggests that a wake pressure Pw be associated with each flow past a bluff body, and that a wake parameter (2. 4) which plays the same role as the cavitation parameter (2. 1), be defined for the flow. This idea has been made the basis of a modified wake theory (ef. Sect. 11) which proves to be in good qu- titative agreement with pressure and drag measurements. It should be emphasized, however, that un h like the cavitation number, the wake parameter is a quantity which is not known a priori, and must be empirically determined in each case. (3) Jet flows. The problem of jet efflux from an orifice is one of the oldest in hydrodynamics and the first to be treated by Fig. 3a. the HELMHOLTZ free streamline theory. Of particular importance for engineering applications is the discharge coefficient Cd' which is defined in terms of the discharge Q per unit time, the pressure P, and the cross-sectional area A of the orifice, by the formula, (2. 5) where e is the fluid density. Two methods of measuring Cd have been most fre quently adopted. In the first the liquid issues from an orifice in a large vessel under the influence of gravity _,-____________ . , (Fig. 3 a), while in the second it 1 L is forced out of a nozzle or pipe under high pressure (Fig. 3 b).