用味精生产废水培养好氧颗粒污泥

以厌氧颗粒污泥为接种污泥,采用味精生产废水进行培养,在SBR中以逐渐降低污泥沉淀时间的方法成功培养出好氧颗粒污泥。实验结果表明：污泥接种65 d后,出现细小的好氧颗粒污泥,呈黄褐色,95 d后颗粒污泥趋于成熟,粒径达0.6 mm左右,且周围存在大量原生动物;运行95 d后MLSS提高至8.00 g/L,SVI降至30.00 mL/g左右;成熟后的好氧颗粒污泥对味精生产废水中的COD和NH₃-N具有良好的去除效果,出水COD和ρ（NH₃-N）分别为80 mg/L和2 mg/L左右。     

电动力学作用下多溴联苯醚在土壤中的迁移特性

以4,4′-二溴联苯醚(BDE-15)为研究对象,探讨了电极电压、初始土壤pH、β-环糊精加入量、NaCl加入量等工艺条件对多溴联苯醚在土壤中迁移效果的影响。实验结果表明:在电极电压为5~15V范围内,随着电极电压的升高,土壤中BDE-15的迁移效果增强;初始土壤为酸性时、加入β-环糊精或NaCl后,土壤中BDE-15的迁移效果均增强。本实验选择的最佳工作条件为:电极电压15V,初始土壤pH3,β-环糊精的加入量3g,NaCl加入量5g。     

3种药剂对普通小球藻的抑制作用

针对再生水回用于景观水体生长的主要藻类普通小球藻,进行了药剂抑制实验。通过实验研究发现,在小球藻生长的对数期分别投入不同剂量的2-甲基乙酰乙酸乙酯（EMA）、大麦秸萃取液（BSE）和异噻唑啉酮3种抑藻药剂后,小球藻的生长受到不同程度的抑制。其中,EMA对藻类的抑制效果甚微,最大抑藻率仅为31%,且对小球藻的生长有低促高抑的作用。BSE对小球藻有明显的抑制作用,且药效期长、不复发;当投加浓度为1 mg/L,能起到抑制藻类生长的作用;当投加浓度为10 mg/L,能起到杀灭水体藻类的作用。异噻唑啉酮可有效抑制小球藻生长,5 mg/L的投加浓度就能起到杀灭水体藻类的作用,且药效期长、不复发。     

硝化细菌对碘普罗胺的降解及作用机制

将富含硝化细菌的驯化污泥投放于培养基中,以碘普罗胺(IOPr)为处理对象,研究硝化细菌对IOPr的降解促进作用情况。结果表明,富集培养的硝化细菌能有效地促进IOPr的降解,最佳反应条件为:温度30℃,pH 8.0~8.5,初始投加浓度为10 mg/L,同时在硝化细菌存在条件下,IOPr的5 d降解率可达84.1%。IOPr的生物降解属于共代谢机制,向培养基中加入葡萄糖、可溶性淀粉和麦芽糖,可以显著提高IOPr的降解去除率;在投加500 mg/L葡萄糖作为外加碳源时,硝化细菌对IOPr的3 d降解率可达60.3%。     

污泥淤砂分离器再分离溢流污泥

研究了污泥淤砂分离器对分离原污泥所得的溢流污泥进行再分离时,分离器的分离效果和分离分流污泥的性质。实验结果表明,污泥淤砂分离器对溢流污泥进行再分离时,分离器的除砂效率为34.5%,分离度为1.60,与分离原污泥时相比,分离器的分离性能降低;分离得到的溢流污泥MLVSS/MLSS比值为0.406,仅比进料污泥增加了2.2%,未能进一步提高溢流污泥MLVSS/MLSS比值;分离得到的底流污泥浓度MLSS为16.81 g/L,仅为原污泥浓度的1.4倍,底流污泥SVI、CST分别为45.7 mL/g和1.37 s·L/g SS,与原污泥相比仅分别减小了9.3%和2.7%,溢流污泥再分离,会降低底流污泥的浓缩效果,降低底流污泥沉降性能、脱水性能的提高幅度,不利于底流污泥的处理处置。     

排口比对污泥淤砂分离器分离效能的影响

污泥淤砂分离器是一种能够使活性污泥中污泥有机质与淤砂分离的设备。为了实现污泥淤砂分离器的结构优化,重点探讨了污泥淤砂分离器最重要的结构参数-排口比K(底流口直径Du与溢流口直径Do之比)对污泥淤砂分离器分离效能的影响。实验结果表明,在排口比从0.32增加到1.0的过程中,分离器处理能力Qi基本保持不变,分流比S、分离效率η和底流污泥ρ(MLVSS)/ρ(MLSS)分别从0.084、24.7%和0.21增加到0.338、41.1%和0.33.4;污泥有机质富集率FMLVSS和淤砂富集率FMLISS分别从1.95和1.35减小到1.22和1.12。富集除砂所需要的K和分离器获得较高的除砂效率η时所需K不一致。污泥淤砂分离器排口比K设计为0.4~0.6时,能够获得较高的分离效率,并实现淤砂的富集排放。     

华北某油田石油降解菌的筛选及降解特性

以石油为唯一碳源,从华北某油田污染土壤中筛选出石油降解菌12株。其中5株菌有较强降解能力,分别编号为z-3、z-6、z-7、z-8和z-b,在30℃,160 r/min摇床培养10 d后,菌株对石油降解率分别为63.8%、34.2%、44.8%、50.5%和42.3%。通过生理生化和分子生物学鉴定,确定这5株菌分别属于假单胞菌属(Pseudomonas)、根瘤菌属(Rhizobium)、假黄单胞菌属(Pseudoxanthomonas)、假单胞菌属(Pseudomonas)、鞘氨醇单胞菌属(Sphingomonas)。通过对这5株菌生物量、脱氢酶及邻苯二酚2,3-双加氧酶活性的监测,发现生物量及酶活性与石油降解能力具有直接关系。最后,对5株菌的生长条件进行优化,其中z-3、z-6、z-7和z-b菌株对石油降解率较优化前提高10%左右。     

广东省道路交通噪声预测统计模型

为了建立符合广东省的道路交通噪声预测模型,在国内学者相关研究成果的基础上,对FHWA模型进行了深入分析,并根据道路交通噪声预测模型原理,引入等效车流量等概念建立了理论噪声预测统计模型。在此基础上,对广东省市政路和高速路的交通噪声实测数据进行多元线性回归分析,确定广东省交通噪声预测统计模型。经验证,在广东省交通噪声预测评价中该模型预测精度非常高。该研究思路与方法值得在全国各地区处理交通噪声环境问题的工作中加以推广与应用。     

A copula-based chance-constrained waste management planning method: An application to the city of Regina,Saskatchewan, Canada

This study proposes a copula-based chance-constrained waste management planning (CCWMP) method. The method can effectively reflect the interactions between random parameters of the waste management planning systems, and thus can help analyze the influences of their interactions on the entire systems. In particular, a joint distribution function is established using preestimated marginal distributions of random variables and an optimal copula selected from widely used Gaussian, Student’s t, Clayton, Frank, Gumbel, and Ali-Mikhail-Haq copulas. Then a set of joint probabilistic constraints in the chance-constrained programming problems is converted into individual probabilistic constraints using the joint distribution function. Further, this method is applied to residential solid waste management in the city of Regina in Canada for demonstrating its applicability. Nine scenarios based on different joint and marginal probability levels are considered within a multiperiod and multizone context to effectively reflect dynamic, uncertain, and interactive characteristics of the solid waste management systems in the city. The results provide many decision alternatives under these scenarios, including cost-effective and environmentally friendly decision schemes. Moreover, the results indicate that even though the effect of the joint probability levels on the system costs is more significant than that of the marginal probability levels, the effect of marginal probability levels is notable, and there exists a trade-off between the total system cost and the constraint-violation risk. Therefore, the results obtained from the present study would be useful to support the city’s long-term solid waste management planning and formulate local policies and regulation concerning the city’s waste generation and management.Implications: The CCWMP method not only can solve chance-constrained problems with unknown probability distributions of random variables in the right-hand sides of constraints, but also can effectively reflect the interactions between the random parameters and thus help analyze the influences of their interactions on the entire systems. The results obtained through applying this method to the city of Regina in Canada can provide many decision alternatives under different joint probability levels and marginal probability levels, and would be useful to support the city’s long-term solid waste management planning.     

Effects of bulking agent addition on odorous compounds emissions during composting of OFMSW

The effects of rice straw addition level on odorous compounds emissions in a pilot-scale organic fraction of municipal solid waste (OFMSW) composting plant were investigated. The cumulative odorous compounds emissions occurred in a descending order of 40.22, 28.71 and 27.83 mg/dry kg of OFMSW for piles with rice straw addition level at ratio of 1:10, 2:10 and 3:10 (mixing ratio of rice straw to OFMSW on a wet basis), respectively. The mixing ratio of rice straw to OFMSW had a statistically significant effect on the reduction of malodorous sulfur compounds emissions, which had no statistically significant effect on the reduction of VFAs, alcohols, aldehydes, ketones, aromatics and ammonia emissions during composting, respectively. The cumulative emissions of malodorous sulfur compounds from piles with the increasing rice straw addition level were 1.17, 1.08 and 0.88 mg/dry kg of OFMSW, respectively. The optimal mixing ratio of rice straw to OFMSW was 1:5. Using this addition level, the cumulative malodorous sulfur compounds emissions based on the organic matter degradation were the lowest during composting of OFMSW.