土壤渗滤处理技术在海岛生活污水处理中的应用

土壤渗滤处理系统设备简单、投资少、操作管理方便、能耗低,净化效果良好,在处理海岛生活污水领域具有广阔的发展前景.根据鼓浪屿目前污水水质、水量的特点,采用土壤渗滤高度水处理技术对污水进行处理,污染物经过土壤的物理、化学和生物作用,出水达到《城市污水再生利用城市杂用水水质》(GB/T18920-2002),具有不产生污泥,运行简单,氮磷去除效率高,无二次污染等特点.     

烟台市污水处理深海排放工程设计方案研究与选择

沿海城市污水处理深海排放工程在我国起步较晚，烟台市污水处理深海排放工程我国目前规模最大的同类工程，且已进入施工阶段，本文详细阐述了该工程及水工设计方案，在我国城市污水２深海排放工程领域作了积极有益的探索。     

漳河上游入河排污口调查与分析

本文在调查、分析了漳河上游入河排污口分布、度污水入河量及污染物入河量的基础上,提出了对入河排污口的治理措施及管理办法.     

Removal of Cu(Ⅱ) from Wastewater Using Acidified Sewage Sludge Ash

Sewage sludge ash (SSA), the waste generated in sewage sludge incineration, was obtained from Wuhan Sewage Treatment Plant and used as a low-cost sorbent for removing Cu(Ⅱ) from wastewaters. The sorbent was first modified with 5 % sulfuric acid to increase its sorption capacity. The specific surface area, porosity, cation-exchange capacity (CEC) and pHZPC of the sorbent were measured. Batch experiments were made to study the effect of contact time, solution pH value and temperature on sorption. Both Langmuir and Freundlich models well described the Cu(Ⅱ) sorption process, with correlation coefficient (R2) values of 0.993 4 and 0.989 9 respectively. And the sorption process follows the Lagergren first order kinetic model. The equilibrium sorption capacity of acidified SSA to Cu(Ⅱ) is estimated to be 7.78 mg/g under optimal conditions.     

宁波沿海陆源排污口放线菌(Actinomycetales sp.)的分布特点

利用454高通量测序技术对宁波沿海10个陆源排污口20个站位的放线菌的时空分布及5个工业排污口的放线菌的种类作了整体分析。成功鉴定出了83个属,84个种。研究结果显示:放线菌在陆源排污口的分布呈现季节性分布,从3月份到10月份,放线菌数量呈现先升高后下降的变化,5月份和8月份数量居高,在3月份和10月份偏低;在综合排污口(S4,S6,S8和S9)检测频次较高,在工业排污口(S1,S3,S5,S7和S10)检测频次居中,在市政排污口(S2)检出频次最低。不同类型的排污口,氨氮浓度的排出量不同,放线菌的种类和数量也不同。在5个工业排污口中,S7和S10检出的共同菌最多;在S7独自检出短双歧杆菌(Bifidobacterium breve)、长双歧杆菌(B.longum)和两岐双岐杆菌(B.bifidum),表明存在粪源污染物;在S5检出皱孢链霉菌(Streptomyces scabrisporus)和硫藤黄链霉菌(S.thioluteus),显示有石油降解物和重金属的污染。总体上看,放线菌数量在距排污口外50m处略高于排污口处。排放指标越相似,菌的种类越接近。     

基于GIS的城市人防工程空间分析模型的建立与实现

为提高城市人防工程的管理水平,利用地理信息系统技术(GIS)的空间分析功能,首先在分析城市人防工程的实体—关系模型(E-R模型)的基础上,根据GIS空间分析的特点,提出了基于空间分析的城市人防工程的数据库结构;其次,根据城市人防工程规划、管理和施工的需要,建立了城市人防工程设备的承载力、辐射范围缓冲图、人口疏散隐蔽路线最佳路径、地下人防工程3维分析等几种空间分析模型,并对各种模型的表示内容和实现方法进行了阐述,从而实现了城市人防工程的可视化和动态化管理。该模型在广州市人防工程综合管理信息系统应用后,提高了广州市的城市人防工程的管理水平,促进了该人防办的数字化进程。     

A case study of sewage discharge in the shallow coastal area of the Northern Adriatic Sea (Gulf of Trieste)

A case study was carried out in 2000 in the shallow coastal area of the Northern Adriatic Sea (Gulf of Trieste) where untreated domestic sewage and industrial wastes are discharged at rate of 5500 m³·day^?1. The sewage plume above the outfall was followed using faecal coliforms (FC) and overturning length scale (l_T). The latter was rejected as a marker as the discharge conditions prohibit following the turbulence of sewage water. Intermittent sewage discharge is reflected in the minimal effect of eutrophication. Increase of phytoplankton biomass is thus only minor compared with the unpolluted area regardless of elevated concentrations of sewage‐derived nutrients (confirmed by correlation coefficients between FC and NH₄⁺, TP, PO₄^3?: 0.78, 0.71 and 0.67, respectively). Deteriorated trophic status, determined by the TRIX index, was observed only in the surface layer (average TRIX: 5.67). High FC content well above the regulation limit (up to 2.6 × 10⁵ FC·100 ml^?1) represents, therefore, the major negative impact of the improperly treated waste for the risk to human health.     

大连沿海排污口及邻近水域细菌动态分析

于2011年3月、5月、8月和10月对大连沿海10个排污口及部分排污口的邻近水域分别采集水样, 对样本进行细菌总数3M试纸计数、2216E培养基和TCBS培养基培养并菌落计数, 对不同菌株进行16S rRNA基因克隆测序, 鉴定种属, 对细菌时间、空间的动态分布与群落结构及细菌分布与生态因子的相关性进行了分析。结果表明, 不同的排污口之间细菌总数差别很大, 数量在(1.6—500.0)×104cfu/mL之间; 排污口与其邻近水域差异明显, 排污口、邻近5m、100m和500m距离的细菌总数全年平均分别为77.94×104、 34.00×104、 4.520×104和0.448×104 cfu/mL。不同季节之间, 远距离水样季节性差异较大, 而排污口间季节性差异相对较小。在群落构成上, 假交替单胞菌属、肠杆菌科、假单胞菌属、弧菌属和希瓦氏菌属为优势菌属, 检出率较高, 数量较大。细菌分布与多种生态因子具有不同程度的相关。     

The management of sewage sludge by the water industry in England and Wales

Summary The legislative framework within which the disposal of sewage sludge is managed in England and Wales and the methods employed are outlined. Those factors which affect management decisions are analysed and consideration is given to the environmental implications of those decisions. Sewage processes and sludge disposal are considered, and the problems, especially those of heavy metal contamination, are addressed. An indication is given as to how the Water Services Companies are likely to implement the more stringent controls on disposal. Finally, the future of sludge management in England and Wales is discussed.Abbreviations BAT Best available technology - BATNEEC Best available technology not entailing excessive cost - BOD₅ Biochemical oxygen demand - BPEO Best practicable environmental option - CBI Confederation of British Industry - CEST Centre for Exploitation of Science and Technology - COD Chemical oxygen demand - CSC Customer Services Committee - DAF Dissolved air flotation - DG Director General - DoE Department of the Environment - DS Dried solids     

城市地下排水网雨水入流预测模型研究

引入水箱模型进行城市地下排水设施降雨一侵入水的模拟，探讨了初期蓄流值对模拟结果的影响并提出了相应的解决办法；由于模型参数多、非线性，参数的率定采用通用优化分析计算平台PowerFit，并获得了满意的结果，表明：①水箱模型适用于地下排水设施雨洪模拟和预测，可为市政规划设计和城市灾害预报提供可靠依据；②PowerFit全局优化能力强、简单易用，可广泛应用于水利水电等工程领域中的优化计算。