污泥的农林处置与利用

1　污泥处置与农林利用现状污泥处置与利用 ,乃当前环境科学中的重要课题。一些污水处理的专家认为 ,污泥处置是污水处理厂当前迫切要解决的难度最大的问题。污泥的处置主要包括农用、填埋、焚烧、排海等。据1 996年资料报道 ,世界上 1 2个发达国家对污泥的处置方式 (表 1 ) ,45.3%为农用 ,38%为填埋 ,1 0 .5%为焚烧 ,6.0 %为排海。西欧、美国和英国的污泥处置 ,西欧以填埋为主 ,美国和英国以农用为主 ,加拿大以焚烧为主 (占 40 % ) [1 ] 。 1 991年和1 998年 ,美国和欧盟已规定禁止向海洋倾倒污泥[1 1 ] ,并且一些发达国家已经明令禁止焚烧…     

地下渗滤系统处理生活污水的技术难点及对策

以土地处理系统为代表的污水自然处理技术,遵循循环再生、和谐共存、整体优化、区域分异等原理,不仅对各种污染物有极高的去除效率,并可实现污水的处理与利用相结合。本文介绍了地下渗滤系统的工艺原理、技术特征,并阐述了国内外研究的最新进展,讨论了应用中的主要技术难点和解决途径,包括选配基质、缓解土壤堵塞以及提高系统氮的去除效果和水力负荷的方法等,指出地下渗滤系统应在强化预处理的基础上,采用合理调配土壤组成以提高水力负荷的运行方式。     

人工湿地污水处理工艺设计关键及生态学问题

人工湿地污水处理系统是一种经济高效的污水生态处理技术方式．然而,湿地污水处理技术在性能上仍须有待发展与完善,尤其需要对其处理工艺参数进行不断改进和系统优化．本文针对人工湿地污水处理工程中有关水力停留时间、水传导因素、表面负荷率和工程构筑物设计等技术参数,概括性地剖析、探讨了国内外人工湿地污水处理工艺的设计关键及其主要技术内涵,给出了一些重要的优化模型与最佳数值;与此同时,分析、提出了利用生态学方法克服人工湿地工程运行中所涉及的野生生物管理与蚊蝇控制等问题。     

污水排海对小型底栖生物丰度和生物量的影响

为了解污水排海对小型底栖生物丰度和生物量的影响,于2011年4、8、10、12月对青岛汇泉湾第一海水浴场中潮带一个排污口附近不同距离站位的小型底栖生物进行了春、夏、秋、冬4个季度的采样调查.结果表明： 研究区域小型底栖生物年平均丰度为(1859.9±705.1) ind·10 cm^-2,最高值出现在距离排污口20和40 m的站位S₂和S₃,分别为(2444.9±1220.5)和(2492.2±1839.9) ind·10 cm^-2,最低值出现在距离排污口0 m的站位S₁,为(327.9±183.2) ind·10 cm^-2.小型底栖生物的年平均生物量为(1513.4±372.7) μg·10 cm^-2.小型底栖生物在丰度和生物量上呈现明显的季节变化,最高值出现在春季,最低值出现在夏季.共鉴定出11个小型底栖生物类群,包括线虫、桡足类、多毛类、寡毛类、缓步动物、海螨、涡虫、介形类、等足类、甲壳类幼体及其他类.自由生活海洋线虫是最优势的类群,占总丰度的83.1%,其次为底栖桡足类,占12.8%.在垂直分布上,小型底栖生物在0~2 cm表层分布最多,向深层呈现递减趋势,冬季部分向下迁移.Pearson相关分析表明,小型底栖生物丰度和生物量与沉积物中值粒径和有机质含量呈极显著负相关.此外,旅游等人为扰动也是影响小型底栖生物数量及分布的因素.与历史资料中的同类研究结果进行了比较,并探讨了线虫与桡足类丰度的比值
在有机质污染监测中的适用性.     

页岩气压裂返排液及排放废液的研究现状及微藻资源化处理应用前景综述

在页岩气勘探开发的诸多环境问题中, 页岩气压裂返排液及排放废液污染问题表现尤为突出, 压裂返排液及排放 废液组分的复杂性及性质的独特性决定了其处理难度大、费用高, 被普遍认为是最难处理的工业污水之一, 如何合理处置页岩气开发中产生的大量返排液及排放废液已成为页岩气规模化开发的重要瓶颈问题之一。文章综述了页岩气压裂返排液及排放废液的环境影响与风险及处理现状, 并针对压裂返排液及排放废液的水质特点, 讨论了相应的资源化应用前景。     

非饱和土壤水力参数的模型及确定方法

土壤水力参数的选取和确定是土壤中水分运动和污染物迁移预测的基础,本文在国内外研究成果的基础上,综述了土壤水力参数的模型(土壤水分特征曲线模型、土壤导水率模型)及其直接测定法和间接推求法,并比较了土壤水力参数的模型及确定方法的适用性与局限性,以便为生态环境建设和农业可持续发展研究中土壤水力参数的选取提供依据。     

人工湿地系统对污水磷的净化效果

建立以亚热带湿生、水生植物为主的十二套下流行一上流－上行流人工湿地系统作为处理城镇生活污水的对策。以其中四套研究其在不同的水力负荷及气候条件下对污水中磷的去除效果。人工湿地系统随处理运行时间的推移趋于稳定,对污水中的总磷、无机磷显示较好的净化效率,平均去除率在冬季达到４０％以上,夏季达到６０％以上,出水达到国家地面水Ⅲ级标准。水生植物在系统中起到明显作用,有植物系统的除磷效率及稳定性均高于无植物对照,其中２号茭白－石菖蒲系统的效果最好,总磷平均去除率为６５％。４号9蔗－苔草系统在高水力负荷下的净效果优于２号。水力负荷的增加对系统的净效果没有明显影响。     

水力空化在水处理中的应用研究进展

水力空化是一种很有发展前途的新型水处理技术。简要介绍了水力空化技术水处理的机理。讨论了水力空化装置的具体参数,如入口压力,限流区的结合参数等,及流体的物理化学性质,如蒸汽压力、粘度、溶解气体等对空化效果的影响。分析了多种水力空化反应器的特点,水力空化反应器具有设计简单,易于操作,容易放大到工业应用等优点。综述了在国外该技术应用于污水处理、消毒及其它方面的最新研究成果。研究结果表明水力空化技术是一种有广阔发展前景的水处理技术。提出了水力空化技术应用于水处理需解决的关键技术难题。展望了该技术今后的研究方向。     

新疆家蚕抗菌肽基因突变及其抗菌活性的研究

为了改变抗菌肽的结构参数,探讨其结构与活性的关系,采用PCR扩增和人工合成基因的方法,对新疆家蚕抗菌肽基因进行改造及原核表达蛋白的抑菌活性研究.结果表明,α-螺旋、两亲性、疏水性、净正电荷数和关键氨基酸的替换等参数是相互依赖、相互影响,协同发挥作用,任何一个参数的改变都会影响抗菌肽整体的活性.α-螺旋是抗菌肽功能有效性的结构基础,但其所处的位置可能并不影响抗菌活性:两亲性结构是抗菌肽与生物膜相互作用的重要结构;疏水性程度必须保持在一定的范围内;在一定范围内增加多肽的阳离子能够增加抗菌活性,但正电荷数和抗菌活性之间无绝对正相关性;色氨酸的存在及抗菌肽的C-末端酰胺化能增强抗菌活性.     

土壤干旱胁迫对樟树（Cinnamomum camphora (L.) Presl）苗木水力结构特征的影响

植物水力结构特征通常用导水率(Kh)、比导率(Ks)、叶比导率(LSC)、胡伯尔值(Hv)等参数来表征.设置了3种土壤干旱胁迫强度和对照共4种处理,每一处理5个重复,采用"冲洗法"对喀斯特地区造林树种两年生樟树(Cinnamomum camphora (L.) Presl)苗木的水力结构相关参数进行测定.结果表明:樟树苗木在正常水分和不同强度土壤干旱胁迫条件下,其茎段导水率、比导率、叶比导率、胡伯尔值均与茎段直径呈正相关关系,并可以用不同类型函数进行拟合.随着干旱胁迫强度的加剧,不同处理的导水率、比导率、叶比导率降低,胡伯尔值在不同处理间的差异不显著.这说明较粗的茎段,其单位横截面积的导管投入与使用效率明显高于较细茎段,且供给末端叶片水分所需要的压力梯度小于较细茎段.结果为进一步探讨土壤干旱对樟树苗木水力结构作用机理及在石漠化山地造林的适应性提供理论依据.     

Influence of Deep Ocean Sewage Outfalls on the Microbial Activity of the Surrounding Sediment

The microbial activity near two deep ocean sewage outfalls off the coast of the island of Oahu, Hawaii, was characterized. Water samples and sediment samples to a depth of 4.5 cm were analyzed from an area of approximately 4.5 × 10⁴ m² surrounding the outfalls. Although the effluent water at both sites exhibited heterotrophic activity that was 2 orders of magnitude greater than water from a control site, ambient water samples taken within 1 m of the discharge ports exhibited activity only twice that of the control water. The heterotrophic activity of the outfall sediment was only elevated above that of the control site for surface samples collected within 10 m of the outfall. Likewise, the rates of microbial nucleic acid synthesis and carbon production in the sediment were only elevated immediately adjacent to the outfalls. Total microbial biomass, as determined by the ATP content of the sediment, varied spatially but was generally elevated at the outfall sites. The specific growth rates calculated for the sediment microbial populations, however, were not greater at the outfall sites. At one site the rocks surrounding the diffuser pipe were covered with copious amounts of slime that appeared to be composed entirely of microbial cells and filaments. This microbial mat was extremely active with respect to heterotrophic activity and biomass production. Overall, it appears that the impact of the sewage discharge on the ambient seawater microbiota is slight and that the effect on the sediment microbiota is confined to an area immediately adjacent to the diffuser ports. In the sand itself, the effect is limited to the upper 2 cm at most.     

Natural recolonisation of seagrasses at a disused sewage sludge outfall

Digested sludge from a sewage outfall that operated for 15 years adjacent to Adelaide in South Australia caused total seagrass loss in a 365 ha area around the outfall. Eight years after its closure, an underwater survey was conducted to determine the extent of seagrass recovery in a 2 ha area immediately adjacent to the disused outfall. Total seagrass cover was estimated to be 28% comprising 23% Halophila australis, 3% Posidonia angustifolia, 1% Posidonia sinuosa, and less than 1% each for Zostera tasmanica and Amphibolis antarctica. The recovery of seagrasses at the outfall site is probably due to recolonisation by propagules from a distant source. While results from this study suggest that seagrasses can return to a severely polluted site if the pollution source is removed and that Posidonia can be a primary coloniser of disturbed sites, they also suggest that it will take many decades for the seagrass community to recover to its former state.     

Evaluation of the nutrient inputs to a coastal lagoon: the case of the Ria de Aveiro,Portugal

The Ria de Aveiro estuary-coastal lagoon system of northern Portugal is estimated to currently receive mean annual influxes of total nitrogen (N) and total phosphorus (P) of c. 6118 t y^–1 and 779 t y^–1, respectively, from its influent rivers. In low summer flows the mean N and P fluxes decrease to c. 10% of the annual average. The sewage contribution to the inland-derived N load on an annual basis is c. 5% but, during the summer low flow conditions, the sewage component increases to c. 65% of the total river loading. The sewage contribution to the inland-derived P load on an annual basis is c. 11% but, during the dry season, it is 1.2 times larger than the river-derived flux. The construction of a regional sewer system linked to a submarine outfall, due for completion in 2005, is expected to lead to a reduction in nutrient fluxes from inland to the lagoon of c. 15% for N and c. 26% for P relative to the present values. While this system will reduce the nutrient loading in the upper reaches of the lagoon, an increase in nutrients derived from the ocean is anticipated, due to the proximity of the outfall to the inlet.     

Study of the potential relationship between the morphology of infectious somatic coliphages and their persistence in the environment

The proportions of different morphological types of infectious somatic coliphages were determined in faecally polluted freshwaters. Myoviridae, followed by Siphoviridae, were the most frequently isolated morphological types in raw sewage, treated sewage and river water collected a few metres downstream from a sewage outfall. However, in river water collected further downstream from the pollution point, in river water after 'in situ' inactivation experiments and in chlorinated raw and treated sewage significant changes in the proportions of the different somatic coliphage morphological types occurred. In all cases, Siphoviridae, especially those with flexible and curled tails, became more abundant to the detriment of Myoviridae.     

Coliforms as a measure of sewage contamination of the River Zambezi

The effect of releasing untreated sewage from Victoria Falls Town into the Zambezi river was determined by bacteriological examination of water samples collected upstream of Victoria Falls and for 22 km downstream. Most probable numbers of faecal coliforms and Escherichia coli were estimated. Water upstream of the falls, on the Zimbabwe side of the river, contained between seven and 130 E. coli per 100 ml. This section of the river was free from major sources of faecal pollution. Below the falls, but before the Victoria Falls Town sewage outfall, numbers of E. coli were between 1.8 X 10(2) and 1.4 X 10(4)/100 ml, indicating the existence of a sewage discharge other than that from Victoria Falls Town. The river was also highly polluted from the Victoria Falls Town sewage outfall to a point 18.6 km downstream. The highest E. coli count was 3.3 X 10(4)/100 ml and declined slowly to 1.4 X 10(3)/100 ml 18.6 km downstream of the outfall.     

Coliforms as a measure of sewage contamination of the River Zambezi

The effect of releasing untreated sewage from Victoria Falls Town into the Zambezi river was determined by bacteriological examination of water samples collected upstream of Victoria Falls and for 22 km downstream. Most probable numbers of faecal coliforms and Escherichia coli were estimated. Water upstream of the falls, on the Zimbabwe side of the river, contained between seven and 130 E. coli per 100 ml. This section of the river was free from major sources of faecal pollution. Below the falls, but before the Victoria Falls Town sewage outfall, numbers of E. coli were between 1.8 × 10² and 1.4 × 10⁴/100 ml, indicating the existence of a sewage discharge other than that from Victoria Falls Town. The river was also highly polluted from the Victoria Falls Town sewage outfall to a point 18.6 km downstream. The highest E. coli count was 3.3 × 10⁴/100 ml and declined slowly to 1.4 × 10³/100 ml 18.6 km downstream of the outfall.     

Sewage pollution and extinction risk: an endangered limpet as a bioindicator?

The mollusc Patella ferruginea, endemic to the Mediterranean, is the most endangered marine species on the list of the European Council Directive 92/43/EEC and it is under serious risk of extinction. In spite of the low abundances and restricted distribution of this limpet, important populations have been found in the harbour of Ceuta, north Africa. The main objective of the present study was to characterise, for the first time, the effects of sewage pollution on P. ferruginea and related limpet species, and to evaluate the potential value of these limpet assemblages as bioindicators, using univariate and multivariate analyses. Physicochemical parameters and limpets were sampled in nine stations located at 0, 1, 2, 4, 8, 16, 32, 64 and 128 m away from the discharge point of a sewage effluent in Ceuta harbour. The stations closer to the outfall (0, 1, 2, 4 and 8) were characterised by higher values of turbidity, phosphate and ammonia in the water column, and organic matter, faecal coliforms and faecal Streptococci in sediments. A total of six limpet species were found and studied (Patella ferruginea, P. caerulea, P. nigra, P. rustica, P. ulyssiponensis and Siphonaria pectinata); the number of limpet species increased with increasing distance from the outfall, while diversity and evenness reached the highest values at intermediate sites. Siphonaria pectinata and P. caerulea were the most resistant and abundant species, while P. ferruginea was the most sensitive species to sewage pollution, only found at stations from 32 to 128 m. The distribution of this endangered limpet seems mainly affected by the pollution gradient, and not by the competition with the remaining limpets. The results of this study should be taken into account in future programmes of management and conservation of P. ferruginea.     

Fly Larvae in Wastewater Discharges: A Potential Source of Food and Organochlorine Contaminants for some Southern California Fishes

A widely recognized pathway for uptake and accumulation of organic contaminants by demersal fishes is through consumption of infaunal organisms (i.e., those having direct contact with contaminated sediments). Recent studies indicate that demersal fishes near a large sewage outfall in southern California consume larvae of a terrestrial fly, Clogmia albipunctata, which are entrained with the treated effluent and discharged to the ocean. Fly larvae consumption represents a possible method for accumulation of organic contaminants that is unique to marine fishes with non-selective feeding habits that occur near the ocean outfall. An estimated 37–138kg (wet weight) of fly larvae are discharged daily during summer to the ocean via the Orange County Sanitation Districts (OCSD) wastewater outfall; winter discharges are expected to be lower due to lower production and temperature limitations of the fly life cycle. Fly larvae were present in the guts of ten demersal and pelagic fish species collected near the outfall between July 1993 and August 1998. The highest frequencies of fly larvae (up to 100%) occurred in the guts of white croaker, Genyonemus lineatus, and chub mackerel, Scomber japonicus. Because infauna are still abundant and diverse near the outfall, fly larvae consumption appears to represent a feeding preference instead of a response to lower prey abundances. Fly larvae tissues collected at the wastewater treatment plant contained sub-part-per-million levels of organochlorine compounds, including PCB and DDT. However, lipid-normalized organochlorine concentrations in fly larvae tissues were not appreciably higher than levels in infauna or zooplankton tissues. Although the study design provided only limited sample sizes for some sample types, this initial study suggests that fish consumption of fly larvae represents a mechanism for direct transfer of contaminants and may contribute to uptake and accumulation of lypophyllic organochlorines in fish near the outfall.     

固定化微生物技术在受污养殖水体和水华水域生物修复中的应用

固定化微生物技术作为一种新型的生物修复技术,具有高效、稳定、生物安全性较高等特点,已经广泛应用于各种污染水体的净化修复之中,也包括受污染日益严峻的近海养殖水体。综述从固定化微生物技术的出现和应用出发,对不同固定方法的优劣及其所擅长降解的污染物类型进行对比,对不同载体的特点进行分析,总结了固定化微生物技术在近海养殖水体污染修复的研究概况,并对当前该技术应用存在的问题进行分析和未来研究的方向进行展望。     

The effect of a new sewage treatment plant on faecal indicator numbers, campylobacters and bathing water compliance in Morecambe Bay

Until recently, sewage from Morecambe was macerated, but otherwise untreated, and discharged at high water via a short outfall pipe into Morecambe Bay adjacent to a recognized bathing water. In March 1997, a new biological sewage treatment plant came on-line and the effluent was discharged via a longer outfall pipe into the Bay south of Heysham. The effect of the new sewage treatment on the quality of the bathing waters was monitored by testing sea water collected from the three EU designated bathing waters on Morecambe Bay: Morecambe North, Morecambe South and Heysham. After sewage treatment came on-line, the numbers of faecal coliforms and faecal streptococci were lower at Morecambe North and Morecambe South but higher at Heysham. Although the changes in numbers were not always statistically significant, they were sufficient to affect compliance with the EU Bathing Water Directive Imperative (mandatory) standards. Compliance improved markedly at Morecambe North and South but declined at Heysham, the closest bathing site to the new outfall. Numbers of thermophilic campylobacters were similar in both years, which is suggestive of their sources being different from those of the indicator bacteria. Campylobacter lari and urease-positive thermophilic campylobacters (UPTC) were the only species of Campylobacter isolated from Morecambe's bathing waters. Very low numbers of Salmonella were found, with Salm, arizonae the only species isolated.