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Discussion| November 01 1954

CORRESPONDENCE. A REVIEW OF PIPE-FRICTION DATA AND FORMULAE, WITH A PROPOSED SET OF EXPONENTIAL FORMULAE BASED ON THE THEORY OF ROUGHNESS.

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Publisher: Emerald Publishing
Online ISSN: 1753-7789
© Thomas Telford and ICE
1954
Proceedings of the Institution of Civil Engineers (1954) 3 (6): 928–939.
https://doi.org/10.1680/ipeds.1954.12624

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First page of CORRESPONDENCE. A REVIEW OF PIPE-FRICTION DATA AND FORMULAE, WITH A PROPOSED SET OF EXPONENTIAL FORMULAE BASED ON THE THEORY OF ROUGHNESS.
Keywords: PIPES, FRICTION, DATA, FORMULAE, THEORY, ROUGHNESS, AGE, CONCRETE, STEEL, CHANNELS, SHUTTERS
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© Thomas Telford and ICE
1954
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Volume 3, Issue 6
1 November 1954
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A REVIEW OF PIPE-FRICTION DATA AND FORMULAE, WITH A PROPOSED SET OF EXPONENTIAL FORMULAE BASED ON THE THEORY OF ROUGHNESS.
Proceedings of the Institution of Civil Engineers (March,1954)
ROUGHNESS FACTORS IN FLUID MOTION THROUGH CYLINDRICAL PIPES AND THROUGH OPEN CHANNELS.
Journal of the Institution of Civil Engineers (October,1943)
THE REDUCTION OF CARRYING CAPACITY OF PIPES WITH AGE.
Journal of the Institution of Civil Engineers (November,1937)
DISCUSSION. THE FLOW OF WATER IN PIPES AND CHANNELS.
Minutes of the Proceedings of the Institution of Civil Engineers (January,1925)
ENGINEERING RESEARCH. COMMITTEE ON VELOCITY FORMULAE FOR OPEN CHANNELS AND PIPES. PANEL ON A BASIC FORMULA FOR FLOW IN PIPES AND CHANNELS. FIRST INTERIM REPORT: MARCH 1947.
Journal of the Institution of Civil Engineers (December,1948)

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