Head losses at manholes with a 90° bend / by J. Marsalek and B.J. Greck.: En13-5/87-139E-PDF
"Head and pressure changes were studied at manholes with a 90° bend. For pressurized flow, such changes depended only on junction geometry. Among junction parameters, the benching was found particularly important. Full benchings reaching to the pipe crown produced the lowest head losses, particularly when combined with an enlarged pipe diameter at the junction. Head changes in open-channel flow were significantly smaller than those in pressurized flow"--Abstract, page 2.
Permanent link to this Catalogue record:
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| Department/Agency | Canada. Environment Canada. National Water Research Institute (Canada). Rivers Research Branch. Canada Centre for Inland Waters. Paul Theil Associates. |
|---|---|
| Title | Head losses at manholes with a 90° bend / by J. Marsalek and B.J. Greck. |
| Series title | NWRI contribution ; 87-139 |
| Publication type | Series - View Master Record |
| Language | [English] |
| Format | Electronic |
| Electronic document | |
| Note(s) | "RRB-87-32." "This manuscript has been prepared for the Canadian Journal of Civil Engineering." Digitized edition from print [produced by Environment and Climate Change Canada]. Includes bibliographical references. Includes a management perspective and abstract in English and French. |
| Publishing information | Burlington, Ontario, Canada : National Water Research Institute, Rivers Research Branch, Canada Centre for Inland Waters ; Brampton, Ontario, Canada : Paul Theil Associates Limited, July 1987. |
| Author / Contributor | Marsalek, J., author. Greck, B. J., author. |
| Description | 1 online resource (26 pages, 8 unnumbered pages) : illustrations, graphs. |
| Catalogue number |
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| Subject terms | Water supply Sewer design Manholes |
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