Effects of bed materials on the performance of an anaerobic sequencing batch biofilm reactor treating domestic sewage

The objective of this study was to determine the best performance of an anaerobic sequencing batch biofilm reactor (AnSBBR) based on the use of four different bed materials as support for biomass immobilization. The bed materials utilized were polyurethane foam (PU), vegetal carbon (VC), synthetic pumice (SP), and recycled low-density polyethylene (PE). The AnSBBR, with a total volume of 7.2L, was operated in 8-h batch cycles over 10 months, and fed with domestic sewage with an average influent chemical oxygen demand (COD) of 358+/-110mg/L. The average effluent COD values were 121+/-31, 208+/-54, 233+/-52, and 227+/-51mg/L, for PU, VC, SP, and PE, respectively. A modified first-order kinetic model was adjusted to temporal profiles of COD during a batch cycle, and the apparent kinetic constants were 0.52+/-0.05, 0.37+/-0.05, 0.80+/-0.04, and 0.30+/-0.02h(-1) for PU, VC, SP, and PE, respectively. Specific substrate utilization rates of 1.08, 0.11, and 0.86mg COD/mgVS day were obtained for PU, VC, and PE, respectively. Although SP yielded the highest kinetic coefficient, PU was considered the best support, since SP presented loss of chemical constituents during the reactor's operational phase. In addition, findings on the microbial community were associated with the reactor's performance data. Although PE did not show a satisfactory performance, an interesting microbial diversity was found on its surface. Based on the morphology and denaturing gradient gel electrophoresis (DGGE) results, PE showed the best capacity for promoting the attachment of methanogenic organisms, and is therefore a material that merits further analysis. PU was considered the most suitable material showing the best performance in terms of efficiency of solids and COD removal.     

农村生活污水治理措施

介绍了适合于国内农村生活污水治理的一些技术与措施。沼气技术是当前处理农村生活污水的较佳选择。     

铁基质强化新型功能性化粪池高效处理黑水的试验

以铁基质生物载体为核心,将物理、生物和化学方法结合,对化粪池进行功能强化,实现黑水的原位深度处理.探究了溶解氧（DO）和碳氮比（C/N）等因素对黑水中污染物降解的影响,并在最佳运行参数下考察了氮素在系统中的转化机制.结果表明,当C/N为7.3~8.4时,好氧生物铁基质载体池DO为2.3~2.7mg/L时,系统氨氮（NH₄⁺-N）、总氮（TN） 、COD和总磷（TP）的平均去除率分别可达90.74%、85.81%、92.65%和95.78%;当进水C/N降至3.3~4.2时,系统NH₄⁺-N、TN、COD和TP的平均去除率仍可维持在81.16%、76.62%、93.87%和94.75%.铁基质生物载体内电解作用显著强化了化粪池内TN的脱除、COD的氧化和TP的固定.氮素转化机制分析表明,内电解与反硝化菌的耦合强化了反硝化作用,降低了反硝化过程对有机碳源的需求,强化了低C/N条件下TN、TP的脱除.     

两段接触氧化法处理生活污水的工程实例

本污水厂设计规模 70 0 0m3 d ,进水CODCr3 0 0mg L ,BOD515 0mg L ,SS 2 0 0mg L ,采用两段接触氧化法处理工艺 ,运行结果表明 ,出水水质达到GB8978 1996污水综合排放标准中的二级标准     

分散式小区污水回用分析研究

污水回用处理可分为分散式和集中式,本文着重就分散式小区污水回用处理模式进行探讨,比较分析国内外典型国家或城市的技术和应用现状,在此基础上,指出我国分散式小区污水回用模式当前实施存在的问题及今后的发展趋势.     

超滤处理含聚污水过程中通量衰减机理的研究

研究了超滤处理含聚合物污水过程中操作压力、膜面流速、聚合物浓度、料液流变性、阻力等影响因素对膜通量的影响,并进行理论分析,揭示了通量衰减机理.研究结果表明,通量衰减的机理是聚合物的浓差极化和凝胶层的形成,其次是原油和无机物对膜孔的堵塞.     

活性污泥法处理矿区生活污水剩余污泥量探讨

由于矿区生活污水中有机污染物浓度较低，采用活性污泥法处理工艺，有机污染物在生物氧化池内得到较彻底地降解，剩余污泥量少，每千吨生活污水产生剩余污泥量为2～3t。     

生物接触氧化法处理煤矿生活污水的工艺探讨

根据煤矿生活污水的特点，结合几年来工作和学习的经验及体会，论述生物接触氧化法的工艺流程，讨论设计中遇到的问题，探讨设计参数，使用填料和选取方法，为今后的污水处理站设计提供参考。     

新型生活污水处理装置研究

介绍了新型生活污水处理装置的工艺 ,影响装置处理效果的主要因素。     

UASB处理低浓度城市生活污水的中试试验

研究1·2m3厌氧反应器(UASB),在自然温度(水温32~5℃)下,处理CODCr浓度为200mg/L左右的低浓度生活污水。实验采用颗粒污泥接种二次启动法。水处理系统在水温32~5℃范围内运行6个月的时间,UASB反应器在上升流速为1·4~1·7m/h,水力停留时间(HRT)为3·0~2·5h,CODCr有机污泥负荷(SLR)为0·06~0·13kg/(kg·d)时,去除效率比较稳定,CODCr去除率达40%~80%。