Head losses at junctions of two opposed lateral sewers / by J. Marsalek. : En13-5/87-13E-PDF

"Head losses and pressure changes were studied at junctions of two opposed lateral sewers with various benchings. Such losses and pressure changes were found to depend on the relative lateral flows and junction geometry. Observed head loss and pressure change coefficients can be used directly in design of sewer junctions"--Summary.

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publications.gc.ca/pub?id=9.867730&sl=1

Renseignements sur la publication
Ministère/Organisme Canada. Environment Canada.
National Water Research Institute (Canada). Hydraulics Division.
Titre Head losses at junctions of two opposed lateral sewers / by J. Marsalek.
Titre de la série NWRI contribution ; 87-13
Type de publication Série - Voir l'enregistrement principal
Langue [Anglais]
Format Électronique
Document électronique
Note(s) Cover title.
"This paper has been submitted to the Fourth International Conference on Urban Storm Drainage. This report is to provide information prior to publication and the contents are subject to change."
"January 1987."
Digitized edition from print [produced by Environment and Climate Change Canada].
Includes bibliographical references.
Includes management perspective and summary in French.
Information sur la publication Burlington, Ontario : Environmental Hydraulics Section, Hydraulics Division, National Water Research Institute, Canada Centre for Inland Waters, 1987.
Auteur / Contributeur Marsalek, J., author.
Description 1 online resource (8 unnumbered pages) : illustrations.
Numéro de catalogue
  • En13-5/87-13E-PDF
Descripteurs Storm sewers--Fluid dynamics
Manholes
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