Head losses at sewer junctions / by Jiri Marsalek.: En13-5/85-136E-PDF
"Approaches to design considerations of head losses at sewer junctions are examined. Such approaches include application of the momentum equation and the use of experimental pressure change and head loss coefficients which were reported in the literature. The latter approach, which seems to be both more accurate and practical, is recommended for sewer design. Literature data on pressure changes and head losses at sewer junctions are presented for straight-flow-through junctions, junctions with changes in the pipe alignment, junctions of a main and a lateral, and junctions of two opposed laterals. Other topics briefly discussed include head losses at Y-junctions and four-pipe junctions, considerations of junction head losses in pressurized sewer flow routing, and sulphide gas releases at sewer junctions"--Abstract, p. i.
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| Department/Agency | Canada. Environment Canada. National Water Research Institute (Canada) |
|---|---|
| Title | Head losses at sewer junctions / by Jiri Marsalek. |
| Series title | NWRI contribution ; 85-136 |
| Publication type | Series - View Master Record |
| Language | [English] |
| Format | Electronic |
| Electronic document | |
| Note(s) | "February 1986". "A contribution to the Civil Engineering Handbook to the published by Technomic Publishing, U.S.A.". Digitized edition from print [produced by Environment and Climate Change Canada]. Includes bibliographical references: p. 46-49. Includes abstract and management perspective in French. |
| Publishing information | Burlington, Ont. . : Hydraulics Division, National Water Research Institute, Canada Centre for Inland Waters, 1986. |
| Author / Contributor | Marsalek, J. |
| Description | v, 49, [28] p. : ill. |
| Catalogue number |
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| Subject terms | Pipelines Waste water |
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