草浆造纸中段废水的生物处理动力学

利用静态溶解氧消耗速率（OUR）试验模拟草浆造纸中段废水生物处理的生化反应过程,并运用Lawrence-McCarty模式进行了动力学分析。由OUR试验结果和小试研究结果建立的草浆造纸中段废水好氧生物处理的动力学方程为v=0.72S/(60.43 S）。将该动力学方程预测结果和实际工程的运行数据进行了比较,结果表明,动力学方程的比基质降解速率预测值高于实际工程的计算值,分析原因可能在于：实际工程中中段废水中的纤维素类悬溪物在生物处理装置的积累导致了污泥活性的降低。     

造气含氰废水的生物治理

在塔式生物滤池生产性处理规模上考察了造气含氰废水在挂膜前后的处理效果。比较结果表明，未挂过氰化物的平均处理率仅为７９．２９％，挂膜后的处理率平均为９５．２６％，处理后的废水全部回用于生产，减少了氰化物的排放量，防止了造气废水对环境的污染。     

水体沉积物重金属质量基准研究新进展——生物效应数据库法

根据加拿大、美国佛罗里达、澳大利亚、新西兰、中国香港等国家和地区水体沉积物质量基准研究的最新资料 ,综述了目前国际上广泛采用的用于制定沉积物质量基准的新方法——生物效应数据库法 ,介绍了该方法制定基准研究和应用的新进展     

Effect of catalyzed diesel particulate filter and its catalyst loading on emission characteristics of a non-road diesel engine

In this study, the effects of a diesel oxidation catalyst (DOC) coupled with a catalyzed diesel particulate filter (CDPF) with different catalyst loadings on the power, fuel consumption, gaseous and particulate emissions from a non-road diesel engine were investigated. Results showed that the after-treatment had a negligible effect on the power and fuel consumption. The reduction effect of the DOC on the CO and hydrocarbon (HC) increased with the engine load. Further reductions occurred coupling with the CDPF. Increasing the catalyst loading resulted in a more significant reduction in the HC emissions than CO emissions. The DOC could increase the NO₂ proportion to 37.9%, and more NO₂ was produced when coupled with the CDPF below 250°C; above 250°C, more NO₂ was consumed. The after-treatment could reduce more than 99% of the particle number (PN) and 98% of the particle mass (PM). Further reductions in the PN and PM occurred with a higher CDPF catalyst loading. The DOC had a better reduction effect on the nucleation particles than the accumulation ones, but the trend reversed with the CDPF. The DOC shifted the particle size distribution (PSD) to larger particles with an accumulation particle proportion increasing from 13% to 20%, and the geometric mean diameter (GMD) increased from 18.2 to 26.0 nm. The trend reversed with the CDPF and the accumulation particle proportion declined to less than 10%. A lower catalyst loading on the CDPF led to a higher proportion of nucleation particles and a smaller GMD.     

唐钢一炼钢厂VD精炼炉直接冷却水系统设计

介绍了VD精炼炉直接冷却水处理常用的工艺流程及设计中应重点考虑的问题 ,如水处理单元的选择 ,供水泵与提升泵的匹配问题等     

SBR工艺污泥颗粒化对生物脱氮除磷特性的研究

采用模拟配制的生活污水，研究循序间歇反应器（SBR）工艺的脱氮除磷效果和污泥沉降性能，试验结果表明，通过了状态调控阶段，反应器中形成了同时具有脱氮除磷能力的好氧颗粒化污泥，其中，反应器对COD和P的去除率分别为90％和85％左右；NH3－N和TN去除率分别达到90％和80％；颗粒污泥的SVI值约为50，出水水质好，这些良好的运行性能比好氧颗粒污泥形成前大大改善。     

广东罗浮山生物资源和旅游资源永续利用的探讨

罗浮山是广东四大名山之一,是驰名中外风景秀丽的旅游胜地,也是广东省南亚热带常绿阔叶林及珍稀动植物的综合性自然保护区,有维管植物201科676属1168种,分别占广东维管植物的718%、411%、166%。罗浮山生物资源很丰富,有药用植物和油脂植物等,也有不少国家保护植物和保护动物,而且自秦汉以来就是我国著名的风景区。论文对罗浮山生物资源和旅游资源的永续利用提出了5点建议。     

厌氧—好氧—生物炭系统处理印染废水实例

阐述了采用厌氧水解－好氧生物接触－生物炭吸附氧化工艺处理印染废水的工艺流程、原理、工艺参数及特点。该系统对印染废水ＣＯＤｃｒ及色度的处理取得良好效果，且污泥量少，节省了污泥处理费用。     

Petroleum waste biodegradation with porous biomass support system (PBSS) on rotating biological contactor

A laboratory scale study was conducted to assess the feasibility of the new coupling of rotating biological contactor (RBC) plus porous biomass support system (PBSS) using polyurethane foam as porous support media to biodegrade petroleum refinery wastewater. Polyurethane foam was attached on disks of two four-stage laboratory scale cascade connected RBC units.The two RBC units were operated simultaneously at different but constant, flowrates giving hydraulic loading rates of 0.01, 0.02, 0.03, 0.04 m3/m2/d in two runs keeping the same rotational speed 10 r/min throughout. Organic loading was a less controllable factor in this study.For all of the hydraulic loadings, it was found that the removal efficiency of total chemical oxygen demand (TCOD) and oil were above 80 percent. Ammonia nitrogen and phenol removal were above 90 and 80 percent respectively. The maximum biomass concentration within polyurethane foam was about 30 g/m2 in the first stage for 0.03 m3/m2/d hydraulic loading.The results show that t     

微污染饮用水生物过滤影响因素的研究

通过试验探讨了过滤介质、空床接触时间、水温和反冲洗方式对生物过滤去除有机物的影响。试验结果表明 :活性炭、石英砂组成的双层滤料生物滤池对高锰酸盐指数、UV2 5 4的去除效果比无烟煤、石英砂组成的双层滤料滤池和单层石英砂滤料滤池好 ;在一定的范围内 ,随着接触时间或水温的增加 ,各滤柱对高锰酸盐指数的去除率增加 ;加氯水反冲洗方式对生物滤池去除高锰酸盐指数、UV2 5 4的影响比未加氯水反冲洗方式大