Torrijos M, Sousbie P h, Moletta R, Delgenes J P
Laboratoire de Biotechnologie de I'Environnement, INRA, Avenue des Etangs, 11100 Narbonne, France.
Water Sci Technol. 2004;50(10):259-67.
In France, small goat's cheese dairies using traditional craft methods often have no profitable solution for dealing with the whey byproduct of their cheesemaking activity: it is usually mixed with the cleaning wastewater which, in the absence of other possibilities, is then discharged directly into the environment. The volume of such wastewater is small but it has a high COD of around 12-15 g/L. An aerobic SBR was proposed as a method for treating the mixture of wastewater and whey and the first installation was set up on a farm with 170 goats. Its operations were monitored for 7.5 months, particularly in order to measure any excess volume of sludge and to check that such excess remained within acceptable limits, given the high COD of the effluent requiring treatment. The results obtained show that the treated wastewater was of excellent quality, well within the most rigorous discharge norms. With this type of wastewater, excess sludge was produced in only very low amounts with 0.2 g of SS/g of COD. Moreover, the sludge proved to be quick settling which made it possible to: i) maintain a high level of SS in the reactor (up to 15 g/L); ii) withdraw sludge with concentrations reaching 30 g/L after 2 hours of settling. This resulted in a low volume of excess sludge (less than 5% of treated volume), making such aerobic biological treatment in an SBR competitive when compared to the straightforward spreading of all the wastewater.
在法国,采用传统工艺方法的小型山羊奶酪场在处理奶酪制作活动产生的乳清副产品时,往往没有盈利的解决方案:乳清通常与清洗废水混合,在没有其他处理方式的情况下,这些废水会直接排放到环境中。此类废水的排放量虽小,但化学需氧量(COD)很高,约为12 - 15克/升。有人提议采用好氧序批式活性污泥法(SBR)来处理废水与乳清的混合液,并在一个拥有170只山羊的农场里安装了第一套处理装置。对该装置的运行情况进行了7.5个月的监测,尤其关注测量污泥的过量产出,并检查鉴于待处理废水的高COD含量,过量污泥是否仍在可接受范围内。所获结果表明,处理后的废水质量极佳,完全符合最严格的排放标准。对于这类废水,每克化学需氧量仅产生0.2克悬浮固体(SS)的极少量剩余污泥。此外,污泥沉降迅速,这使得:i)能够在反应器中维持较高水平的悬浮固体(高达15克/升);ii)沉降2小时后可排出浓度达30克/升的污泥。这导致剩余污泥量较低(不到处理量的5%),与直接排放所有废水相比,使得在序批式活性污泥法中进行这种好氧生物处理具有竞争力。