论矿山环境岩土工程

矿山环境岩土（地质）工程问题是我国环境治理的一个重点和热点问题。本文通过对矿山开发、开采过程中可能出现的几种环境岩土工程问题的分析,提出了几种对矿山环境岩土工程问题进行研究的方法和途径。得出了建立典型的具有代表性的“理论基地”、充分利用现有的新理论新技术和系统论的思维方法是解决矿山环境岩土工程问题的重要方法的结论。     

两相厌氧膜-生物系统处理造纸废水

采用传统两相厌氧工艺 ( BS)与膜分离技术相结合的系统 ( MBS)处理造纸黑液配制废水 .结果表明 :系统 COD去除率可以达到 73.1 % ,高于 BS系统 ( 4 8.6% ) ,且在厌氧污泥活性及运行稳定性方面优于 BS系统 ;在 COD负荷为 6kg·( m³·d)^-1时MBS酸化率为 20.1 % ,酸化水平为 7.5% ,略优于 BS系统 (分别为 7.0 %和 5.0 % ) .探讨了其原因及 MBS系统引入膜的作用 ,并对系统的评价体系进行了初步讨论 .     

粉煤流化床燃烧(PC-FBC)中SO2的生成特性

粉煤流化床(PC-FB)是一项燃烧效率高,同时实现炉内脱硫、低NOx和N2O排放的新型高效、清洁煤燃烧技术.在一座0.3Mw的试验台上,系统研究了其SO2生成与分布特性.主要包括:PC-FBC的SO2生成特性以及床层温度Tb、流化速度u0、二次风率R2、二次风投入位置、二次风喷射角度、喷口尺寸对SO2生成与分布的影响.试验燃用煤种含硫1.71%.在Tb=820～920℃,u0=1.2～3.3m/s,R2=30%～70%的条件下,流化床燃烧区(FBCZ)出口SO2浓度及炉膛出口SO2浓度SO″2分别为520～600ml/m3和1280～1300ml/m3.     

Development of aquatic life criteria in China: viewpoint on the challenge

While more developed countries have a well-established systems to develop water quality criteria (WQC), little research has been done on the adequacy of the current WQC to protect endemic species of China. In order to maintain the health of aquatic ecosystems in China, a series of projects to establish national WQC based on regional characteristics has recently been initiated. However, the establishment of a completely novel methodology would be costly and time consuming. Also, due to the similarities in physiologies and natural histories of classes of aquatic organisms, there is no reason to believe that WQC would not be sufficient to protect unique species in China. This review was undertaken to identify key outstanding issues regarding establishment of aquatic life criteria (ALC) to be applied in China, including prioritization of chemicals, test species, mode of action, field/semi-field data, and methods of aggregating the information and calculating the ALC. This was used to identify the principle issues that need to be addressed in order to better understand the methods for development of criteria for the protection of aquatic life and provide a reference to China and other developing countries committed to the establishment of their own WQC system.     

宝钢焦化废水处理脱氮研究与实践

针对上海提高新排放标准中总氮(TN)≤35 mg/L的要求,对焦化废水进行了脱氮研究。选取现场缺氧-好氧-好氧(A-O-O)工艺中前两段的A-O生化沉淀池1出水,在SBR内进行反硝化脱氮实验,考察葡萄糖、葡萄糖+乙酸钠、甲醇和甲醇+乙酸钠单一或复合碳源及投加反硝化菌种对脱氮的影响,确定最佳碳源为甲醇+乙酸钠,最佳反硝化水力停留时间为16 h。当反硝化菌液投加浓度为1 mg/L时,SBR出水TN满足达标排放要求。结合实验结果对宝钢焦化废水原有AO-O工艺改造升级为A-O-A-O二段脱氮工艺,并对生化出水实施进一步的物化混凝处理。改造后,工艺长期运行稳定,最终出水完全达到上海市污水综合排放标准(DB 31/199-2009)TN≤35 mg/L的要求,并满足氰化物、氟化物以及COD的排放要求。     

工业废水对洹河有机污染的调查与分析

采用适当的样品前处理技术,利用GC/MS对洹河水及焦化厂、染料厂废水进行有机污染物的分析,确定了工业废水对洹河造成有机污染的主要化合物,从而为企业污水的处理和洹河治理提供依据.     

Congener-specific accumulation and environmental risk assessment of polybrominated diphenyl ethers in diverse Korean sewage sludge types

Industrial, domestic wastewater, and livestock sludge samples were collected from 23 wastewater treatment plants in Korea and analyzed for polybrominated diphenyl ethers (PBDEs). The concentrations of Σ₁₉PBDE ranged from 4.01 to 10,400 ng/g dry weight. The average Σ₁₉PBDE concentrations in industrial, domestic wastewater, and livestock sludge were 1,560?±?3,610, 402?±?148, and 27.6?±?50.4 ng/g dry weight, respectively. The composition of PBDEs differed according to the type of sludge. Among the PBDE congeners, BDE 209 was dominant in all sludge samples. After BDE 209, relatively high levels were found for BDE 28 and 47 from industrial sludge, BDE 47 and 99 from domestic wastewater sludge, and BDE 206, 207, and 208 from livestock sludge. Using hierarchical cluster analysis, sludges were divided into three groups according to PBDE congener composition. A risk assessment of PBDEs in sludge used for soil amendment was carried out. Preliminary results indicated that the potential risk of soil exposed to PBDEs in sludge was relatively low.     

好氧颗粒污泥自生动态膜生物反应器处理碱减量印染废水

自生动态膜生物反应器(SFDMBR)接种颗粒污泥启动,研究溶解氧浓度和水力停留时间对该反应器处理碱减量印染废水的影响。自生动态膜生物反应器形成稳定的动态膜后,出水浊度小于10 NTU,系统对浊度的去除率在90%以上,溶解氧和水力停留时间对反应器出水浊度基本无影响。系统对废水色度的去除率随着溶解氧浓度的提高和水力停留时间的延长而增加,但是系统对色度的去除效率一般不超过40%。溶解氧浓度由0.3 mg/L逐渐增大至2.4 mg/L,COD的去除率由40%提升至80%,而当溶解氧浓度大于1.0 mg/L后,UV254的去除率达到95%。水力停留时间在8~48 h时,COD去除效率由65%逐渐上升至85%左右;水力停留时间在8~32 h,UV254去除效率为68%~93%,超过32 h后水力停留时间对UV254去除效率的影响已不明显。     

1株海洋异养硝化-好氧反硝化菌的分离鉴定及其脱氮特性

以海水为基质,采用传统的微生物分离纯化方法,从海底沉积物中分离筛选得到1株耐盐异养硝化-好氧反硝化细菌y5,经形态、生理生化特性以及16S rRNA基因序列分析,鉴定该菌为克雷伯氏菌(Klebsiella sp.).对其脱氮特性及影响因素进行了研究,结果表明,菌株y5的最佳碳源为柠檬酸三钠,最适p H值为7.0,最适C/N为17.菌株均能以NH4Cl、Na NO2和KNO3为唯一氮源进行反应,36 h的去除率分别为77.07%、64.14%和100%.3种氮源共存时,36 h的去除率达到100%.表明菌株y5在高盐废水中具有独立高效的异养硝化和好氧反硝化作用.     

污泥龄对LSP ＆ PNR污泥减量新工艺运行效能的影响

通过研究分析污泥龄（SRT）对富磷污水除磷的LSP＆PNR污泥减量新工艺运行效果的影响,结果发现,延长污泥龄有利于提高系统的厌氧释磷能力,但不影响其总的除磷率,同时磷的回收比例增大,当SRT=50 d时,磷回收率取得最大值70.4%;LSP＆PNR系统污泥龄增加,还有利于污泥产率的降低。试验还发现,排富磷污水除磷的长污泥龄LSP＆PNR系统的除磷效率与污泥产率之间不存在制约关系,即系统可以同时获得优异的污泥减量与生物除磷效果,当SRT=50 d时,每降解1 kg COD仅产生0.143 kg污泥,而除磷率达最高值92.8%;LSP＆PNR系统中SRT、DO与SVI之间存在一定的相关性,在供氧充足（DO=0.8-1.5 mg/L）条件下,SRT增加,SVI越高,但对于SRT为50 d的LSP＆PNR系统,稳定运行时没有污泥膨胀之虞。