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
Use this record
Export this record
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
Link to this record
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
Embed this record
<iframe src="https://makingscience.royalsociety.org/embed/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" title="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" allow="fullscreen" frameborder="0" width="100%" height="500px"></iframe>
Related Publications
-
II. On the maximum discharge through a pipe of circular section when the effective head is due only to the pipe’s inclination External link, opens in new tab.
Date: 31st December 1889
DOI: 10.1098/rspl.1888.0083
Related Records
-
Paper, 'Hydraulic problems on the cross-sections of pipes and channels' by Henry Hennessy
Creator: Henry Hennessy Reference number: PP/12/2
Hierarchy
This item is part of:
-
-
Scientific papers published in the Proceedings of the Royal Society volume 45, 1889
1889 Reference number: PP/13
Related Fellows
-
Henry Hennessy
Author
Explore the collection
-
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.View collection