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Paper, 'On the maximum discharge through a pipe of circular section when the effective head is due only to the pipe’s inclination' by Henry Hennessy

Reference number: PP/13/7

Date: 1888

Description

Hennessy writes: 'In the paper on “Hydraulic Problems on the Cross-sections of Pipes and Channels” [see PP/12/2], it was shown that the greatest hydraulic mean depth was that for a channel formed by a segment of a circle, and bounded by an arc of 257° 27'. It is easy to find by a similar process the wetted perimeter of a circular pipe corresponding to the maximum discharge when the velocity of the liquid is due only to the inclination of the pipe.'

Annotations in pencil and ink.

Subject: Hydraulics / Engineering

Received 15 November 1888. Read 20 December 1888.

A version of this paper was published in volume 45 of the Proceedings of the Royal Society as 'On the maximum discharge through a pipe of circular section when the effective head is due only to the pipe’s inclination'.

Reference number
PP/13/7
Earliest possible date
1888
Physical description
Ink and graphite pencil on paper
Page extent
3 pages
Format
Manuscript

Creator name

Henry Hennessy

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Citation

Henry Hennessy, Paper, 'On the maximum discharge through a pipe of circular section when the effective head is due only to the pipe’s inclination' by Henry Hennessy, 1888, PP/13/7, The Royal Society Archives, London, https://makingscience.royalsociety.org/items/pp_13_7/paper-on-the-maximum-discharge-through-a-pipe-of-circular-section-when-the-effective-head-is-due-only-to-the-pipes-inclination-by-henry-hennessy, accessed on 08 September 2024

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  • Proceedings Papers

    Dates: 1882 - 1894

    The archival collection known as 'Proceedings Papers' is comprised of manuscripts and occasional proofs of scientific papers sent to the Royal Society which were read before meetings of Fellows and printed in full in the Proceedings of the Royal Society.

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