The frictional resistance induced by bacterial based biofouling in drainage pipelines

被引:6
作者
Cowle, Matthew W. [1 ]
Babatunde, Akintunde O. [2 ,3 ]
Bockelmann-Evans, Bettina N. [2 ]
机构
[1] Mott MacDonald, Water Sect, Bldg & Infrastruct, Fitzalan House, Cardiff CF24 0EL, S Glam, Wales
[2] Cardiff Univ, Cardiff Sch Engn, Hydroenvironm Res Ctr, Cardiff CF24 3AA, S Glam, Wales
[3] Univ Leeds, Sch Civil Engn, Inst Publ Hlth & Environm Engn, Leeds LS2 9JT, W Yorkshire, England
基金
英国工程与自然科学研究理事会;
关键词
Bacterial based biofouling; biofilm; drainage pipelines; equivalent roughness; flows in pipes; von Karman constant; TURBULENT PIPE-FLOW; BOUNDARY-LAYERS; WASTE-WATER; ROUGHNESS;
D O I
10.1080/00221686.2016.1212411
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper aims at improving the current understanding of bacterial-based biofouling in drainage pipelines. Using a purpose built pipeline facility consisting of a high density polyethylene pipe, biofilms were incubated with synthetic wastewater for 20 days at three steady-state flow regimes. The results obtained have shown that the presence of a biofilm can cause a significant increase in frictional resistance. The magnitude of a biofilm's frictional resistance is a function of the shear conditions under which the biofilm is incubated. In particular, the lower the conditioning shear, the higher the frictional resistance imparted by the biofilm. This is attributed to the thickness and roughness distribution induced by such conditions, and it serves to highlight the problem of characterizing a biofilm's effective roughness using a single roughness scale. The study has also supported the earlier funding that the von Karman constant is non-universal, and is dependent on Reynolds number for biofouled pipes.
引用
收藏
页码:269 / 283
页数:15
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