曝气生物滤池处理化学药剂废水的试验研究及影响因素分析

探讨了对于难处理的化学药剂废水曝气生物滤池处理的可行性，分析了影响曝气生物滤池处理效果的若干因素，试验结果表明，废水的温度、pH值、气水比及水力停留时间等是影响滤池处理效果的重要因素，控制废水水温在15℃以是，pH在7．3．8．3之间，气水比10：1，水力停留时间大于10h，可以取得较为理想的处理效果，出水CODcr，和BOD5的去除率可分别达到58％和90％以上。     

Traffic congestion and ozone precursor emissions in Bilbao (Spain)

GOAL. SCOPE. BACKGROUND: In urban environments, the measured levels of ozone are the result of the interaction between emissions of precursors (mainly VOCs and NOx) and meteorological effects. In this work, time series of daily values of ozone, measured at three locations in Bilbao (Spain), have been built. Then, after removing meteorological effects from them, ozone and traffic data have been analyzed jointly. The goal was to identify traffic situations and link them to ozone levels in the area of Bilbao. METHODS: To remove meteorological effects from the selected ozone time series, the technique developed by Rao and Zurbenko was used. This is a widely used technique and, after its application, the fraction obtained from a given ozone time series represents an ozone forming capability attributable to emissions of precursors. This fraction is devoid of any meteorological influence and includes only the apportion of periodicities above 1.7 years. In the case of Bilbao, the ozone fractions obtained at three locations have been compared on that time scale with traffic data from the area. RESULTS AND DISCUSSION: For the 1993-1996 period, a regression analysis of the ozone and traffic fractions due to periodicities above 1.7 years (long-term fractions), shows that traffic is the main explanatory factor for ozone with R2 ranging from 0.916 to 0.996 at the three locations studied. Analysis of these longterm fractions has made it possible to identify two traffic regimes for the whole area, associated to different profiles of ozone forming capability. The first one favors low ozone forming capability, and is associated with a situation of fluent traffic. The second one shows high ozone forming capability and represents congestion. Joint analysis of raw data of ozone and traffic do not show any clear pattern due to the strong masking effects that seasonal-meteorological effects (mainly radiation) have on the measured ozone signal. If only immission data of ozone are available, as in this case, a comparison between ozone and traffic can only be made on the long-term time scale, since that is the only fraction embedded in the ozone time series that can exclusively be attributed to emissions of precursors. This fact stresses the need to study the different fractions embedded in the time series of ozone measured levels separately. CONCLUSION: Though the coefficients obtained in the regression are only valid for the 1993-1996 period, these traffic regimes represent long-term targets (congestion or fluent traffic) that can inspire policies for a joint management of the traffic and pollution by ozone in the area of Bilbao beyond that period. RECOMMENDATIONS AND OUTLOOK: The results of this work show the need of a joint management of ozone and traffic in Bilbao. Since an accurate knowledge of traffic was not available, the use of emission factors to relate traffic and actual ozone levels has not been possible. For this reason, this study has focused on the long-term fractions of traffic and ozone. In the future, if a more accurate knowledge of traffic is available, it will be possible to find relationships between traffic and ozone on all time scales.     

曝气生物滤池去除有机物与反应常数及膜厚的关系

推导了BAF前置反硝化工艺简化动力学模型,揭示了BAF去除有机物与反应速率常数与膜厚的关系。同时以生物膜中活性物质与非活性物质增长生物数学模型体系为基础,从理论上推导了BAF最佳膜厚的范围。     

曝气生物滤池处理焦化废水脱氮的研究

用曝气生物滤池处理焦化废水的研究表明,在曝气量(Q)=0.25L/min,温度(T)=20℃,pH=8,反冲洗周期为3个运行周期内,NH3-N的去除速率达44 mg/L·h.同时在滤池中出现了亚硝酸盐积累现象,且受反冲洗的影响较大.     

滤料的应用及其发展

重点介绍原材料和纺织工艺对滤料发展的影响、国内外滤料发展的最新动向和最新的成果，指出了滤料发展存在的问题和今后发展的方向。     

生物膜填料塔净化低浓度苯乙烯废气的实验研究

研究了进口气体中苯乙烯浓度、气体流量和液体流量等3个因素对生物膜填料塔净化苯乙烯废气的影响。研究结果表明，当进口气体中苯乙烯浓度为1000mg／m^3以下、气体流量为200L／h、循环液流量为10L／h的操作条件下，废气中苯乙烯的去除率可达90％以上。     

冬季溅水充氧滴滤池处理农村生活污水的启动研究

研究与开发了一种适合于农村生活污水处理的溅水充氧滴滤池污水处理装置,在冬季低温条件下,通过自然挂膜,人工挂膜和强制挂膜3种不同的方式启动了以陶粒和球形塑料为滤料的溅水充氧滴滤池.自然挂膜的COD去除率为18.5%,人工挂膜的COD去除率为43%.2种方法的NH4 -N去除率在10%左右,TN和TP都低于10%.而在利用污泥强制回流的强制挂膜期间,COD去除率高于其他2种方法,平均达到65%,且出水比较稳定.硝化效果明显较好,NH4 -N平均去除率达到60%.TN和TP去除率达到20%以上.试验结果证明了3种挂膜方式中强制挂膜在溅水充氧滴滤池挂膜成功,能够完成系统的启动.分析了冬季溅水滴滤池工艺不易挂膜的原因,提出了一种以陶粒为滤料的滤池启动成功的方法,通过强制污泥回流实现了低温条件下难以挂膜填料滤池的快速启动.     

臭氧-曝气生物滤池处理酸性玫瑰红染料废水

在实验室配制含酸性玫瑰红染料的印染废水，采用臭氧氧化-曝气生物滤池工艺开展处理试验。试验运行结果表明，臭氧氧化处理能提高模拟废水的可生化性，BOD／COD值由原水的0．18上升到0．36。经组合工艺处理后出水COD〈40mg／L，色度40倍以下，SS约50mg／L，处理效果良好。     

静电布袋复合式除尘器及其应用

介绍了静电布袋复合式除尘器的结构、材料及除尘原理;布袋除尘器在不同工况下的除尘效率、附加脱硫率、阻力和排放浓度等参数的测试结果;利用布袋除尘器改造静电除尘器时的改造方案、运行中应注意的问题.     

火山岩填料曝气生物滤池的SNAD工艺启动特性及功能菌丰度演替

为研究同步亚硝化、厌氧氨氧化耦合反硝化(SNAD)工艺在浸没式生物滤池反应器(SBAF)内的运行特性,同时接种亚硝化污泥和富集ANAMMOX的填料启动SNAD反应器.结果表明在60 mg·L~(-1)有机物浓度下,自养脱氮和反硝化实现较好的耦合,并在该浓度下稳定运行了67 d,其总氮去除率最高可达92.0%,COD去除率最高达82.9%,最高总氮去除负荷为2.3 kg·(m~3·d)~(-1).与全程自养脱氮(CANON)工艺相比,SNAD工艺的平均总氮去除率提高了12.6%.荧光定量PCR结果显示,系统启动后AOB菌的丰度有所增长,ANAMMOX菌的丰度增长了1个数量级,而NOB菌和反硝化菌的数量维持在较低水平(小于10~7 copies·g~(-1)),表明以火山岩为填料的浸没式生物滤池反应器有利于ANAMMOX和AOB的协同生长,可快速实现SAND工艺的启动.