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.
Lien permanent pour cette publication :
publications.gc.ca/pub?id=9.867730&sl=1
Ministère/Organisme | Canada. Environment Canada. National Water Research Institute (Canada). Hydraulics Division. |
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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 |
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Descripteurs | Storm sewers--Fluid dynamics Manholes |