Flow and Transport Processes with Complex Obstructions

Julian C. R. Hunt

ISBN 10: 1402053843 / ISBN 13: 9781402053849

Published by Springer Netherlands Nov 2006, 2006

About this Item

This item is printed on demand - it takes 3-4 days longer - Neuware -This is the first book that reviews problems in different fluid mechanics disciplines that led to the concept of canopy, or penetrable roughness. Despite their diversity, many flows may be theoretically united by means of introducing distributed sinks and/or sources of momentum and heat and mass. These and other flows in engineering and environmental situations over surfaces with many obstacles are reviewed in terms of general concepts of fluid mechanics. 428 pp. Englisch.

Seller Inventory # 9781402053849

Bibliographic Details

• Title: Flow and Transport Processes with Complex Obstructions
• Publisher: Springer Netherlands Nov 2006
• Publication Date: 2006
• Language: English
• ISBN 10: 1402053843
• ISBN 13: 9781402053849
• Binding: Taschenbuch
• Condition: Neu
• Dimensions: 233W x 155H x 24D millimeters 233 millimeters width by 155 millimeters height by 24 millimeters depth
• Weight: 640 grams

About this title

Synopsis

The NATO Advanced Study Institute “Flow and Transport Processes in Complex - structed Geometries: from cities and vegetative canopies to engineering problems” was held in Kyiv, Ukraine in the period of May 4 - 15, 2004. This book based on the papers presented there provides an overview of this new area in ?uid mechanics and its app- cations that have developed over the past three decades. The subject, whose origins lie both in theory and in practice, is now rapidly developing in many directions. The focus of applied ?uid mechanics research has steadily been shifting from - gineering to environmental applications. In both ?elds there has been great interest in the study of ?ows around obstacles; initially single isolated obstacles, and then groups, together with the e?ects of nearby resistive surfaces, such as the walls of a pipe, the ground or a free surface in hydraulics. Simpli?ed theoretical analysis began with studies of axisymmetric and cylind- cal free-mounted bodies. However other methods had to be used for quantifying the complete ?ow ?elds past arbitrary blu? bodies, either by using experiments or, when powerful computers became available, by direct calculation and solution of the full equations of ?uid dynamics. In most practical cases the Reynolds numbers are too large to compute all the small scale eddy motions which therefore have to be described statistically.