000 02275nam  2200361za 4500
0019.848681
003CaOODSP
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008171213s1986    onca|||fob|||f000 0 eng d
040 |aCaOODSP|beng
041 |aeng|bfre
043 |an-cn---
0861 |aEn13-5/85-136E-PDF
1001 |aMarsalek, J.
24510|aHead losses at sewer junctions |h[electronic resource] / |cby Jiri Marsalek.
260 |aBurlington, Ont. . : |bHydraulics Division, National Water Research Institute, Canada Centre for Inland Waters, |c1986.
300 |av, 49, [28] p. : |bill.
4901 |aNWRI contribution ; |v85-136
500 |a"February 1986".
500 |a"A contribution to the Civil Engineering Handbook to the published by Technomic Publishing, U.S.A.".
500 |aDigitized edition from print [produced by Environment and Climate Change Canada].
504 |aIncludes bibliographical references: p. 46-49.
5203 |a"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.
546 |aIncludes abstract and management perspective in French.
69207|2gccst|aPipelines
69207|2gccst|aWaste water
7101 |aCanada. |bEnvironment Canada.
7102 |aNational Water Research Institute (Canada)
830#0|aNWRI contribution ;|vno. 85-136|w(CaOODSP)9.844121
85640|qPDF|s3.88 MB|uhttps://publications.gc.ca/collections/collection_2017/eccc/En13-5-85-136-eng.pdf