00000nam 2200000za 4500 9.847726 CaOODSP 20241203113640 cr ||||||||||| 171124s1985 onca|||fo f000 0 eng d CaOODSP eng eng fre n-cn--- En13-5/85-14E-PDF Marsalek, J. Energy losses at junction manholes with a lateral [electronic resource] / by Howard Ng and Jiri Marsalek. Burlington, Ont. : Hydraulics Division, National Water Research Institute, Canada Centre for Inland Waters, 1985. iii,13, [18] p. : ill. NWRI contribution ; 85-14 "August 1985". "Study 83-334". Digitized edition from print [produced by Environment and Climate Change Canada]. Includes bibliographical references. "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. Includes abstract in French. gccst Water management gccst Drainage Ng, H. Y. F. Canada. Environment Canada. National Water Research Institute (Canada) NWRI contribution ; no. 85-14 (CaOODSP)9.844121 PDF 1.95 MB https://publications.gc.ca/collections/collection_2017/eccc/En13-5-85-14-eng.pdf