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Optimal Angular Geometry Models of River Branching

✍ Scribed by Andre G. Roy

Book ID
109147704
Publisher
John Wiley and Sons
Year
2010
Tongue
English
Weight
487 KB
Volume
15
Category
Article
ISSN
0016-7363

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Optimal models of arterial branching angles are usually based on the assumption that the equation relating flow and radius is given by f = kr 3, as proposed by Murray in 1926. An exception is the model of Uylings (1977), in which he allowed the exponent of r to vary from 2.33 to 3.0. Theoretical con