Energy losses at junction manholes with a lateral / by Howard Ng and Jiri Marsalek.: En13-5/85-14E-PDF
"Head losses at sewer junctions of a main pipe with a lateral were studied for various junction geometries and pressurized flow characteristics. The junction parameters studied included the manhole base shape, the size and angle of entry of the lateral pipe, and various benchings installed in the junction manhole. The most important flow variable was the relative lateral inflow (=Qlateral/Qoutlet). The junction head losses were affected most by the lateral pipe size and.the relative lateral inflow"--Abstract, p.i.
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| Department/Agency | Canada. Environment Canada. National Water Research Institute (Canada) |
|---|---|
| Title | Energy losses at junction manholes with a lateral / by Howard Ng and Jiri Marsalek. |
| Series title | NWRI contribution ; 85-14 |
| Publication type | Series - View Master Record |
| Language | [English] |
| Format | Electronic |
| Electronic document | |
| Note(s) | "August 1985". "Study 83-334". Digitized edition from print [produced by Environment and Climate Change Canada]. Includes bibliographical references. Includes abstract in French. |
| Publishing information | Burlington, Ont. : Hydraulics Division, National Water Research Institute, Canada Centre for Inland Waters, 1985. |
| Author / Contributor | Marsalek, J. Ng, H. Y. F. |
| Description | iii,13, [18] p. : ill. |
| Catalogue number |
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| Subject terms | Water management Drainage |
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