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contributor authorAndrew F. Barton
contributor authorMichael R. Wallis
contributor authorJane E. Sargison
contributor authorAlexandru Buia
contributor authorGregory J. Walker
date accessioned2017-05-08T20:46:10Z
date available2017-05-08T20:46:10Z
date copyrightJune 2008
date issued2008
identifier other%28asce%290733-9429%282008%29134%3A6%28852%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26529
description abstractThe hydraulic performance of pipelines can be significantly affected by the presence of biological growth on internal surfaces. The change in wall roughness brought about by the biofilms has been studied by the use of headloss tests, precleaning and postcleaning of the pipelines in three Tasmanian hydroelectric schemes. Results of the headloss testing show that improvements to hydraulic efficiency can be achieved from the cleaning of biofouling material. The data, when plotted as a Moody diagram, shows that the friction law for conduits roughened by biological growths may not always follow a Colebrook-White type relationship, although the results are too narrow in Reynolds number to be conclusive. It was found that bacteria made up the majority of the biofilm biomass in the pipelines studied. Based on molecular analysis, members of the class
publisherAmerican Society of Civil Engineers
titleHydraulic Roughness of Biofouled Pipes, Biofilm Character, and Measured Improvements from Cleaning
typeJournal Paper
journal volume134
journal issue6
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2008)134:6(852)
treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 006
contenttypeFulltext


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