A New Concept of Flow in Rough Conduits

A New Concept of Flow in Rough Conduits PDF Author: Henry Madison Morris
Publisher:
ISBN:
Category : Hydraulics
Languages : en
Pages : 324

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A New Concept of Flow in Rough Conduits

A New Concept of Flow in Rough Conduits PDF Author: Henry Madison Morris
Publisher:
ISBN:
Category : Hydraulics
Languages : en
Pages : 324

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A New Concept of Flow in Rough Conduits

A New Concept of Flow in Rough Conduits PDF Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 0

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A Study of Turbulent Flow in Rough Pipes

A Study of Turbulent Flow in Rough Pipes PDF Author: James Mueller Robertson
Publisher:
ISBN:
Category : Fluid dynamics
Languages : en
Pages : 144

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The considerable literature on turbulent flow past rough surfaces is correlated in terms of modes of presenting the smooth-to-rough transition and the influences of roughness density and shape. Flow measurements in a 3 in. smooth and sand roughened pipe and in an 8 in. steel pipe with 'natural' roughness are reported. The temporal-mean velocity and friction measurements show transitional (between smooth and fully rough behavior) variations. The pipe factor variation is also elucidated; the sand-roughened pipe studies indicate a shift in Nikuradse's presentation. The turbulence - as intensity divided by shear velocity and macroscale in ratio to pipe radius - in rough pipe flow appears the same in rough as in smooth pipe flow. The relative turbulence intensity is constant, or at most decreases slowly with increase in flow Reynolds number. (Author).

Laws of Flow in Rough Pipes

Laws of Flow in Rough Pipes PDF Author: J. Nikuradse
Publisher:
ISBN:
Category : Aerodynamics
Languages : en
Pages : 62

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An experimental investigation is made of the turbulent flow of water in pipes with various degrees of relative roughness. The pipes range in size from 25 to 100 millimeters in diameter and from 1800 to 7050 millimeters in length. Flow velocities permitted Reynolds numbers from about 10 (sup. 4) to 10 (sup. 6). The laws of resistance and velocity distributions were obtained as a function of relative roughness and Reynolds number. Mixing length, as described by Prandtl's mixing-length formula, is discussed in relation to the experimental results.

NBS Special Publication

NBS Special Publication PDF Author:
Publisher:
ISBN:
Category : Weights and measures
Languages : en
Pages : 250

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Flow in Rough Conduits

Flow in Rough Conduits PDF Author: Henry Madison Morris
Publisher:
ISBN:
Category : Corrosion and anti-corrosives
Languages : en
Pages : 38

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Geological Survey Water-supply Paper

Geological Survey Water-supply Paper PDF Author:
Publisher:
ISBN:
Category : Floods
Languages : en
Pages : 178

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Hydraulic Research in the United States 1970

Hydraulic Research in the United States 1970 PDF Author: United States. National Bureau of Standards
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 360

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Free-surface Instability Correlations

Free-surface Instability Correlations PDF Author: H. J. Koloseus
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 112

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Current Hydraulic Laboratory Research in the United States

Current Hydraulic Laboratory Research in the United States PDF Author:
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 216

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