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Combining submerged membrane technology with anaerobic and ...

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Chapter 1fluxes typically reported, between 20 <strong>and</strong> 30 L·m -2·h -1 , in aerobic <strong>membrane</strong> bioreactorsoperating <strong>with</strong> similar <strong>membrane</strong> modules (Judd, 2002; Wen et al., 2004).Moreover, The BF-MBR is an alternative strategy to reduce the effect of <strong>membrane</strong>fouling by high biomass concentrations, particularly under low loading rates.Many studies have pointed out that the main foulants for <strong>membrane</strong> fouling aresoluble organic polymers such as soluble microbial products (SMP) <strong>and</strong> extracellularpolymers (EPS) (Rosenberger et al., 2006). Attached biomass, such as biofilm can adsorbthese soluble organic polymers from the liquid, <strong>and</strong> therefore can decrease their effect on<strong>membrane</strong> fouling (Li <strong>and</strong> Yang, 2007). This tends to explain the reason of the TMPdecrease under the assistance of the biomass on the suspended carriers reported in somestudies (Leikness <strong>and</strong> Ødegaard, 2007; Liu et al., 2010).Nevertheless, it was reported by Yang et al. (2009b) a rate of <strong>membrane</strong> fouling inMBMBR three times higher than conventional MBR, <strong>with</strong> higher carbohydrate <strong>and</strong> proteinconcentrations. Comparison of composing of suspended solids indicated that theovergrowth of filamentous bacteria resulted in a thick <strong>and</strong> compact cake layer in MBMBR,affecting negatively to <strong>membrane</strong> filtration. Therefore, further studies are still needed inorder to know best the implications <strong>and</strong> mechanisms of this <strong>technology</strong> regarding<strong>membrane</strong> fouling.1.6.3. Hybrid biofilm-suspended biomass <strong>membrane</strong> bioreactorsHybrid reactors are those systems in which suspended <strong>and</strong> attached biomass growin the same system. These systems can achieve high biomass concentrations <strong>and</strong> solidretention time in comparison <strong>with</strong> conventional activated sludge systems. Hybrid systemshave been successfully used to upgrade the nitrifying capacity in conventional activatedsludge (Christensson <strong>and</strong> Wel<strong>and</strong>er, 2004). These systems have been constructed usingfixed carriers (Watanabe et al., 1994), suspended support (Christensson <strong>and</strong> Wel<strong>and</strong>er,2004), <strong>and</strong> even clay <strong>and</strong> powders materials. Recently <strong>membrane</strong> <strong>technology</strong> has beensuccessfully tested to improve hybrid systems efficiency (Oyanedel et al., 2003; Artiga etal., 2005). Hybrid biofilm-suspended biomass systems have been widely studied <strong>and</strong> theiradvantages, in comparison <strong>with</strong> conventional activated sludge, are well known. Adrawback of the above mentioned hybrid systems are those which can arise from theapplication of high organic load rates, as well as from the physicochemical features of thewaste water, which can negatively affect the settleability properties of the sludge which isgenerated in the biological systems <strong>and</strong> can therefore negatively affect the separation, by50

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