城市污水污泥处理利用研究进展

城市污水污泥由于其产生量的巨大及成分的复杂,如何对它进行合理利用已越来越受人们关注。文章系统地综述了污泥的减容化、无害化处理方式及其进展,并重点对其资源化的土地利用和水处理利用等作了较为详细的论述,从而提出污泥的资源化最经济、最有效的处理途径。     

不同叶轮结构型式对污水泵性能的影响

污水泵属于无堵塞泵中的一类，主要用于输送含有纤维、纸屑、颗粒等固体悬浮物的液体，在环保、市政、水利、污水处理等行业应用十分广泛。污水泵要实现无堵塞性能，关键在于叶轮的结构型式。该文简要分析了目前常用的污水泵叶轮的主要结构型式、优缺点，重点探讨了闭式叶片式叶轮与流道式叶轮的特点，并对它们的水力设计及叶轮的主要几何参数进行了比较，试验结果表明流道式叶轮具有较陡降的H-Q曲线，较平坦的P-Q曲线，η-Q曲线的峰值较高，高效区较宽。另外流道式叶轮还具有抗缠绕、无堵塞性能好，通过能力强，料浆的输送浓度高，运行可靠等优点，所以采用流道式叶轮代替通常污水泵设计中所用的闭式叶片式叶轮是一种发展趋势，具有较好的推广应用价值。     

Occurrence of Polycyclic Musks in Sewage Sludge and their Behaviour in Soils and Plants. Part 1: Behaviour of Polycyclic Musks in Sewage Sludge of Different Treatment Plants in Summer and Winter (5 pp)

Background, Aim and Scope   Part 1: Behaviour of Polycyclic Musks in Sewage Sludge of Different Treatment Plants in Summer and Winter Part 2: Investigation of Polycyclic Musks in Soils and Plants -  Preamble. In Part 1 of the study, screening tests were performed to investigate the occurrence of PCMs in sewage sludges. For a preliminary risk assessment, further information is needed about their behaviour in the terrestrial environment. Hence, Part 2 examined the adsorption of PCMs to soil, their dissipation and leaching in soil and their uptake by plants. Background, Aim and Scope   Polycyclic Musks (PCMs) enter the environment via the waste water system. Because of their persistence, they can accumulate in different matrices like sewage sludge or biota. By the use of sewage sludge as a fertilizer, PCMs are transferred to agricultural soils. Therefore, in Part 1 of the study, screening tests were performed to investigate the occurrence of PCMs in sewage sludge. For a preliminary risk assessment, further information is needed about their behaviour in the terrestrial environment. Hence, Part 2 of the study examined the adsorption of PCMs to soil, their dissipation and leaching in soil, and their uptake by plants. Materials and Methods: In the screening study, samples of activated sewage sludge were taken both in summer and in winter at 21 treatment plants. In order to get an overview of the contamination situation, sampling covered different types of treatment plants (in rural, urban, industrial areas). Analytical methods for the determination of HHCB, AHTN, ADBI, ATTN, AHDI and ATII in the sludge samples were developed and applied. Results: The analytical screening of PCMs showed their presence in activated and dried sewage sludge samples. HHCB and AHTN represented about 95% of the PCMs investigated. Their concentrations in the activated sludge samples varied between 2.9 and 10.4 mg/kg dry mass (dm) and 1.1 to 4.2 mg/kg dm, respectively. Although different types of sewage treatment plants were investigated, similar PCM levels were found, showing the widespread input of these compounds into domestic waste water. Discussion: PCM concentrations in activated sludge varied widely. The variation drops substantially when concentrations are related to the varying dry mass. In dehydrated sludge, PCM concentrations were up to 24 mg/kg dm for HHCB and up to 6.9 mg/kg dm for AHTN. These high values are comparable to those obtained in other investigations analysing PCMs. If the degradation of organic mass during anaerobic decomposition is included in the evaluation, the figures obtained are comparable to those for activated sludge. Elimination in sewage sludge was higher in summer than in winter. Therefore, the contamination of the sludges in winter reached higher levels compared to the summer. Conclusions: The results show that PCMs are widespread contaminants in sewage sludge. Recommendations and Perspectives: PCM should be considered in a risk assessment as potential contaminants of sewage sludge destined for agricultural use. Due to the high PCM levels in sewage sludge, further investigations into the degradation and elimination behaviour in sewage sludge have to be carried out, including that involving PCM metabolites such as lactone derivatives.     

滨岸排污口对潮滩沉积物中重金属的影响研究

通过对排污口附近及对照点的潮滩沉积物中重金属Zn ,Cu ,Cr和Pb的含量分析发现:各采样点沉积物中的重金属含量均高于环境背景值,平均含量约为环境背景值的2～3倍,排污口附近潮滩沉积物中重金属的含量明显高于对照点潮滩沉积物中的含量;各采样点的柱状沉积物中重金属的含量随深度的变化呈现出一定的变化规律;在垃圾填埋场附近高中低潮滩由于距离排污口的远近不同,表层沉积物中重金属的含量依次降低;对各采样点沉积物中重金属含量的相关性分析发现各点沉积物中累积的重金属的来源有所不同:在排污口附近潮滩的沉积物中重金属主要来源于排污口排放的污水,而对照点朝阳农场潮滩沉积物中重金属主要来源于自然的本底输入或海水外源输入     

重庆市城市污泥中的重金属及其农用环境容量

城市污泥农用的环境风险取决于城市污泥中的污染物含量及土壤理化性质。该文分析了重庆市10个城市污水处理厂污泥中的Cu,Zn,Pb和Cd含量及形态,根据土壤环境容量及氮肥施用量计算了重庆主要旱地土壤的最大施用量和年施用量。结果表明,重庆市城市污泥中的Zn、Cu、Pb和Cd含量分别为362.12～725.32mg/kg,69.84～170.22mg/kg,21.25～107.24mg/kg和1.26～4.25mg/kg。污泥中不稳定态Zn、Cu、Pb和Cd的比例分别为42.89%～44.74%,2.69%～9.45%,0.95%～12.06%和61.05%～79.91%。根据土壤重金属的静态容量,计算出重庆主要旱地土壤紫色土和黄壤城市污泥的一次性最高施用量分别为384.62t/hm2和98.90t/hm2。根据土壤重金属动态容量,以15、20、50为年限,计算出的城市污泥的年施用量,紫色土为66.10,60.91和55.71t/(hm2·a),黄壤为30.32,28.99和27.53t/(hm2·a)。根据作物的需氮量计算城市污泥的年施用量为3.04～6.40t/(hm2·a),该施用量低于根据土壤环境的动态容量计算的施用量,按此用量施用城市污泥更安全。     

几株光合细菌的分离鉴定及净水能力分析

从养猪场的排污池池水以及淤泥中分离纯化得到4株光合细菌,分别命名为P1、P2、P3、P4.根据菌株形态特征、对碳源利用能力以及活细胞光吸收特征的鉴定结果:P1为褐螺菌属莫氏褐螺菌(Phaeospirillum molischianum),P2为红螺菌属深红红螺菌(Rhodospirillum rubrum),P3为着色菌属小着色茵(Chromatium minus),P4为红菌属东方红茵(Rhodobium orientis).在实验室条件下,测定这些菌株对灭菌污水的化学需氧量(COD)去除率,以衡量它们的净水能力.结果显示,P1,P4对污水的COD降低作用最明显,COD降低率分别为55.2%和37.9%.     

Contribution of sewage sludge to erosion control in the rehabilitation of limestone quarries

The aim of this study was to evaluate the effects of high doses of municipal sludge on soil aggregation and to assess its value for soil erosion reduction, both under natural and in simulated rainfall conditions. Doses of 200 and 400 Mg ha⁻¹ sewage sludge (dry weight) were applied to the soil of experimental plots situated on a 28 degree slope. Two sludge application procedures were tested: pre-mixing into the soil before disposal on the slope, and direct application on the soil surface. Sheet erosion was measured by collecting the sediment carried down to a Gerlach trough situated at the base of the plots. Simulated rainfall, with an intensity of 64 mm h⁻¹, was applied to evaluate soil erodibility. When the soil had no vegetation, the erosion measured on plots treated with sludge represented less than 10 per cent of the erosion from the control plot. Even when the vegetation was well developed, the erosion was also lower in the plots where sludge had been applied. In simulated rainfall, the soil loss was inversely proportional to the sludge dose, and when sludge was applied directly on the soil surface the erosion rates and particle mobilization caused by raindrop impact were minimal. Sludge amendments increase infiltration rates and improve soil structure, increasing the mean weight diameter of aggregates and their water resistance.     

复合潜流人工湿地对农村生活污水的净化效果 及其微生物群落结构特征

试验探究了复合潜流人工湿地对农村生活污水的净化效果及其微生物群落结构特征。结果表明,当水力负荷为0.35 m³·(m²·d）^-1时,系统对TN、NH₄⁺-N、COD和TP去除效率分别为（89.84±7.64）%、（98.67±1.31）%、（61.63±16.01）%和（70.21±8.00）%。湿地中一共发现11个主要菌门、18个主要菌纲和33个主要菌属,变形菌门（Proteobacteria）、蓝藻门（Cyanobacteria）、拟杆菌门（Bacteroidetes）、厚壁菌门（Firmicutes）、绿弯菌门（Chloroflexi）、酸杆菌门（Acidobacteria）、放线菌门（Actinobacteria）是其中的优势菌门,它们在各级湿地中表层和底层的相对丰度分别是57.26%、61.37%、91.60%、93.22%、88.78%、88.02%。蓝藻菌纲（Cyanobacteria）、α-变形菌纲(Alphaproteobacteria) 、芽孢杆菌纲(Bacilli)和γ-变形菌纲(Gammaproteobacteria)、β-变形菌纲(Betaproteobacteria)是其中优势菌纲,约占主要菌纲的70%。共有17个优势菌属,在各级湿地中的分布情况不同,其中芽孢杆菌属（Bacillus）相对丰度最高,集中分布于第三级湿地,其次是Leptolyngbya、席藻属（Phormidium）,在第一、二级湿地中广泛分布。复合潜流人工湿地具有良好污水净化效果,系统中有机物和氮素的去除主要依靠微生物作用,磷素的去除主要依靠基质吸附沉淀作用。     

农村污水治理PPP项目风险因素分析--基于ISM-MICMAC模型

当前我国在探索将PPP模式应用于农村污水治理领域时面临诸多挑战,准确识别与分析项目风险因素具有实际意义。基于全寿命周期视角,采用文献研究与德尔菲法识别出农村污水治理PPP项目面临的21个风险因素,运用解释结构模型(ISM)与交叉影响矩阵相乘法(MICMAC)构建了风险因素的六级层次结构模型并分类,以揭示了风险因素间的内在联系,并提出政策建议。研究表明,项目缔约与运营阶段是关键阶段,合作单位选择是最根本的风险因素。此研究可为我国农村污水治理PPP项目风险分担与控制研究提供新思路,同时为政府部门提供投资决策与风险管理的依据。     

白银市污水灌溉对农田土壤质量的影响

通过对白银市污水灌溉区与沿黄灌区农田土壤进行调查测定,分析了污水灌溉对土壤质量的影响,表明污水灌溉区农田Cr、Cu、Pb、Zn、Cd、As、Hg、F等有害物质已严重超标,且有逐年加重的趋势,并对污水灌溉控制和污染土质改良进行了初步的探讨.