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.
Permanent link to this Catalogue record:
publications.gc.ca/pub?id=9.867730&sl=0
| Department/Agency | Canada. Environment Canada. National Water Research Institute (Canada). Hydraulics Division. |
|---|---|
| Title | Head losses at junctions of two opposed lateral sewers / by J. Marsalek. |
| Series title | NWRI contribution ; 87-13 |
| Publication type | Series - View Master Record |
| Language | [English] |
| Format | Electronic |
| Electronic document | |
| 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. |
| Publishing information | Burlington, Ontario : Environmental Hydraulics Section, Hydraulics Division, National Water Research Institute, Canada Centre for Inland Waters, 1987. |
| Author / Contributor | Marsalek, J., author. |
| Description | 1 online resource (8 unnumbered pages) : illustrations. |
| Catalogue number |
|
| Subject terms | Storm sewers--Fluid dynamics Manholes |
Request alternate formats
To request an alternate format of a publication, complete the Government of Canada Publications email form. Use the form’s “question or comment” field to specify the requested publication.- Date modified: