School of Engineering, University of Glasgow, Glasgow, UK.
Biotechnol Bioeng. 2012 May;109(5):1155-64. doi: 10.1002/bit.24401. Epub 2011 Dec 26.
Biofilms in marine and fluvial environments can comprise strong bacterial and diatom mats covering large areas of the bed and act to bind sediments. In this case the bed material becomes highly resistant to shear stresses applied by the overlying fluid motion and detachment, when it does occur, is manifest in patches of biofilm of the order cm(2) being entrained into the flow. This article is the first to report tensile test data specific to the centimeter scale using moist biofilm/sediment composite materials; the strain (ε)-stress (σ) relationships permit quantification of the elasticity (Young's modulus, E) and cohesive strength of each specimen. Specifically, we compare the mechanical strength of cyanobacterial biofilm-only samples to that of biofilm cultured over sediment samples (glass beads or natural sands of d ~ 1 mm) for up to 8 weeks. The range of tensile strength (1,288-3,283 Pa) for composite materials was up to three times higher than previous tensile tests conducted at smaller scale on mixed culture biofilm [Ohashi et al. (1999) Water Sci Technol 39:261-268], yet of similar range to cohesive strength values recorded on return activated sludge flocs [RAS; Poppele and Hozalski (2003) J Microbiol Methods 55:607-615]. Composite materials were 3-6 times weaker than biofilm-only samples, indicating that adhesion to sediment grains is weaker than cohesion within the biofilm. Furthermore, in order to relate the tensile test results to the more common in-situ failure of bio-mats due to shear flow, controlled erosion experiments were conducted in a hydraulic flume with live fluid flow. Here, the fluid shear stress causing erosion was 3 orders of magnitude lower than tensile stress; this highlights both the problem of interpreting material properties measured ex-situ and the need for a better mechanistic model of bio-mat detachment.
海洋和河流环境中的生物膜可以由覆盖大面积床层的强细菌和硅藻垫组成,并起到固定沉积物的作用。在这种情况下,床层材料对覆盖层流体运动施加的剪切应力具有很高的抵抗力,当发生这种情况时,生物膜会以厘米级的斑块形式被带入流动中。本文首次报道了特定于厘米级的使用湿润生物膜/沉积物复合材料的拉伸试验数据;应变(ε)-应力(σ)关系允许定量分析每个样品的弹性(杨氏模量,E)和内聚强度。具体来说,我们将蓝藻生物膜单独培养的样品与在沉积物(玻璃珠或天然砂,d~1mm)上培养的生物膜的机械强度进行了比较,培养时间长达 8 周。复合材料的拉伸强度范围(1288-3283Pa)比以前在更小的规模上对混合培养生物膜进行的拉伸试验[Ohashi 等人,(1999)《水科学与技术》39:261-268]高了 3 倍,但与活性污泥絮体[RAS;Poppele 和 Hozalski(2003)《微生物学方法》55:607-615]记录的内聚强度值相似。复合材料比单独的生物膜样本弱 3-6 倍,这表明生物膜与沉积物颗粒的附着力比生物膜内的内聚力弱。此外,为了将拉伸试验结果与由于剪切流而更常见的生物垫原位失效相关联,在有活水流的水力水槽中进行了受控侵蚀试验。在这里,引起侵蚀的流体剪切应力比拉伸应力低 3 个数量级;这既突出了解释现场测量的材料特性的问题,也突出了需要更好的生物垫脱落的力学模型。