Distribution of antibiotic resistance genes and their association with bacteria and viruses in decentralized sewage treatment facilities

• Distribution of ARGs in decentralized sewage facilities were investigated. • Bacitracin-ARGs were most predominant ARGs in rural wastewater. • ARGs were identified in bacterial and viral community. • ARGs of rpoB, drfE, gyrA and parC were both correlated with bacteria and phages. • More attention should be paid to the risk of spreading ARG by phages. The distribution of antibiotic resistance genes (ARGs) has been intensively studied in large-scale wastewater treatment plants and livestock sources. However, small-scale decentralized sewage treatment facilities must also be explored due to their possible direct exposure to residents. In this study, six wastewater treatment facilities in developed rural areas in eastern China were investigated to understand their risks of spreading ARGs. Using metagenomics and network analysis tools, ARGs and bacterial and viral communities were identified in the influent (INF) and effluent (EFF) samples. The dominant ARGs belonged to the bacitracin class, which are different from most of municipal wastewater treatment plants (WWTPs). The dominant hosts of ARGs are Acidovorax in bacterial communities and Prymnesiovirus in viral communities. Furthermore, a positive relationship was found between ARGs and phages. The ARGs significantly correlated with phages were all hosted by specific genera of bacteria, indicating that phages had contributed to the ARG’s proliferation in sewage treatment facilities. Paying significant concern on the possible enhanced risks caused by bacteria, viruses and their related ARGs in decentralized sewage treatment facilities is necessary.     

Low efficiency of sewage treatment plants due to unskilled operations in India

Centralized sewage treatment plants may not be a sustainable solution for a developing country such as India. Therefore, we conducted for the first time an integrated assessment of the different technologies currently used for sewage treatment in the state of West Bengal, India. Five decentralized sewage treatment plants and one centralized sewage treatment plant located in different parts of Kolkata were evaluated. We compared influent and effluent water quality, energy consumed, capital and operating costs, and treated wastewater reuse potential. F test was used to validate results on the effect of working days and holidays and seasons on treated water quality. Wastewater management strategy was assessed by performance indicators. Our results show that treatment efficiency was lowest in anaerobic plants not because of faulty technology but due to unskilled operation. Therefore, performance improvement of plants is expected if factors such as monitoring, training of staff, regular and scrupulous desludging, reuse aspects, and rational water tariff are implemented earnestly.     

Wassertechnische Strategien zur Reduzierung der Trinkwasserbelastung durch Arzneimittelwirkstoffe

Results The available research results concerning the application of innovative methods of wastewater and drinking water purification to eliminate pharmaceuticals are summarized in the present paper. An increase of the activated sludge (aerobic sludge) age to 8–10 days in treatment plants can improve the metabolization of less persistent pharmaceutical agents whereas expansion of the sojourn time beyond 10 days will not result in a remarked increase of degradation for most pharmaceutical substances. First results have shown that wastewater treatment plants with integrated membrane bioreactors (MBR) using micro- and ultrafiltration membranes do not provide significantly better results compared to the conventional wastewater treatment plants with respect to the removal of organic micropollutants (including pharmaceutical residues). The use of powdered carbon in biologically treated wastewater is able to reduce pharmaceutical residues up to 80?% in the run-off water. Pilot studies scrutinize the treatment of highly contaminated effluents via catalytic photooxidation. Regarding the suitability of the method to reduce the contamination of drinking and wastewater with pharmaceuticals yet only few data from laboratory scale testing are available. Activated carbon filtration is preferably used for drinking water treatment. Primarily against the background of disinfection, ozonation is widely used for drinking water treatment, but for wastewater treatment the method is still at the experimental stage and will hardly become of practical importance because of high costs. Sustainable wastewater separation is grounded on decentralized concepts by considering material cycles (recycling) at the place of origin. In the long term, separation measures can significantly contribute to declining drug concentrations in drinking water. Regarding the quarrying of drinking water by bank filtration water, river water or artificially enriched ground water, end-of-pipe techniques are vital. Most commonly, activated carbon or activated carbon combined with ozonization is applied and assures a high drinking water quality. Discussion The advantages and disadvantages of the different water treatment methods mainly concern the varying degrees of effectiveness with respect to the elimination of very persistent pharmaceutical agents, the generation of problematical metabolites and additional waste materials, hygienic problems, energy needs and the necessity to employ appropriate technical staff for operation. Although the biodegradation of very persistent drugs cannot be enhanced by an extension of the activated sludge age, this modification should be considered in sewage plants to reduce the contamination with less persistent medical agents. Compared with conventional wastewater treatment, membrane bioreactors provide the advantage of a better control of biological activities on the plant and a comparably small plant size but high investment and operation costs. Additionally, pharmaceuticals such as carbamazepin are only insufficiently removed from wastewater by membrane bioreactors. The regular use of powdered activated carbon in sewage treatment plants would also increase the costs of wastewater treatment and would additionally exclude the further use of sewage sludge in agriculture. Currently, in Germany the further use of sewage sludge is handled differently by the Federal States and discussed controversially. The implementation of ozonation as an additional treatment method in wastewater treatment plants is not realistic because of cost concerns. Additionally, the method produces analytically as yet not assessed metabolites with unknown (eco-)toxicological impacts. For this reason ozonation should currently not be applied unless the reaction products are removed subsequently by filtration through activated carbon. For industrial sewage photooxidation is in a state of testing but an application for municipal wastewater is, up to now, out of question. When river bank filtration is used for the supply of drinking water the use of activated carbon for purification should be essential. The lifetime of the filters is often defined by the filter capacities to eliminate radiocontrast media (e.?g., iopamidole, amidotrizoic acid). Many water supply companies already apply the ozonization prior to activated carbon filtration which supports the elimination of pharmaceuticals from the sewage. The unique developmental potential of the wastewater separation can be seen in the possibility to link up these methods with sustainable exploitation techniques and concepts (re-use of sanitized water, production of fertilizer, compost and biogas). Wastewater separation will not make ‘middle/end-of-pipe’ techniques dispensable but will make their handling more effective because concentrations of pharmaceutical agents are higher in separated effluents compared to those usually found in municipal wastewater, which in mixing sewage systems is even diluted by surface runoff. Conclusions Following today’s state of knowledge activated carbon filtration (eventually coupled with ozonization) is best suited to remove drug residues and other xenobiotics from raw water. Water works that do not apply the activated carbon filtration technique for cleanup of bank filtration water should consider an upgrade. The ozonization is primarily required for disinfection of the water. As no acute health hazard proceeds from drinking water contamination by pharmaceuticals at the present time, the upgrade of wastewater treatment plants by one of the aforementioned innovative methods is currently not required in view of drinking water quality. This offers the opportunity to develop sustainable approaches that already aim to reduce drug contaminations of wastewater and hence of ground-, surface- and drinking water. Recommendations and perspectives On a short- to mid-term perspective enriched sewage of hospitals, nursing homes and other medical facilities should be collected and treated separately. From a technical point of view the conditioning of separated hospital effluents (yellow- and greywater) via activated carbon or membrane filtration is possible but should be combined with disinfection. On a mid- and long-term scale sustainable sanitary concepts based on wastewater separation (black-, grey- and/or rainwater) associated with the recycling of mineral nutrients (nitrogen, phosphorous and potassium) should be realized for development, industry and trade areas, buildings with public lavatories, airports, motorway service areas, and large office and hotel buildings. Strategies focusing primarily on up-grading of municipal wastewater treatment plants are currently existing but the related technologies are largely in a test phase. This is why a particular technique should not be favored at the moment. The combination of various techniques (i.?e., ozonization combined with activated carbon filtration) is known to be very efficient for the removal of pharmaceutical residues from water, but the combination cannot be expected to become of importance in treatment of domestic wastewater because of high costs. Moreover, improvement of wastewater treatment technologies to remove pharmaceutical residues will not make the employment of end-of-pipe techniques in water works redundant and therefore will not lead to saving of expenses.     

Multi-index integrated assessment and analysis of town-sewage treatment priorities in China

Water quality is one of the most serious problems of environment and national sustainable development strategy now facing China. After hard work over the last several decades, urban-sewage treatment in China is now relatively well developed. It now affords mainly higher levels of sewage collection and treatment, as well as pollution-load control. The characteristic rapid urbanization now occurring in China is still increasing and developing dramatically, and involves large numbers of people. However, in towns, sewage treatment infrastructure is inadequate, and a high percentage of the sewage generated there is not effectively collected and treated. The sewage and pollution load of such towns have become the most important reason for environmental water problems in China. To understand the priorities of sewage treatment in such towns, and their spatial distribution in China, we conducted two nationwide investigations of water use and sewage discharge in towns. Based on the integrated analytic hierarchy process (AHP), assessment indices and a framework of town-sewage treatment priorities in China were constructed. Then, we assessed and analyzed the priorities of towns regarding three aspects of sewage treatment: environmental stress, economic capability, and infrastructure. The results showed that the southeast coastal areas and north China had higher demand for sewage treatment than other areas. The demand in eastern and western areas had obvious differences in spatial distribution, but had nearly no differences within those areas. The towns having the greatest demand for high-priority sewage treatment were concentrated in regions with high economic capability and intense water resource utilization.     

城市污水处理厂污泥处理处置的政策分析

简要介绍了城市污水处理厂污泥处理处置技术，提出污泥产业发展政策的建议，指出土地利用是符合我国国情的污泥处置的方向之一：污泥处理技术主要有减量化、浓缩、脱水、消化、堆肥等；污泥处置技术主要有焚烧、填埋、土地利用、建材利用等。污泥处理处置应按照减量化、稳定化、无害化原则，鼓励污泥资源化综合利用。合理确定污水处理厂污泥处理处置设施的布局和设计规模；鼓励对污泥处理处置给与税、费优惠政策，明确将污泥处理处置的运营费用列入污水排污收费范围，建立科学的价格补偿机制；政府在污泥产业发展中起着较为重要的作用，主要体现为服务与监督，包括承诺、保障和协调三个方面。     

太湖流域农村生活污水产排污系数测算

选取太湖流域典型地区9户农户(高、中、低收入水平各3户)作为研究对象,采用现场监测及入户调查的方法对农户生活污水各类污染物产排污系数进行系统定量研究。结果表明,收入水平对农户总生活污水中TN、NH4+-N、TP产污系数无显著影响,但对污水量、COD产污系数及总生活污水中各类污染物排污系数影响显著,均表现为高收入农户中收入农户低收入农户。厕所污水对污水污染总负荷贡献率极高,COD占67%以上,TN、NH4+-N、TP占84%以上,因此,厕所污水的利用与处理率是影响污染物排污系数的主导因素,而农业收入水平及化粪池类型则对这2种因素影响显著。     

我国污水处理的发展趋势

目前我国污水处理的总体发展趋势;一是普及城市污水处理,二是提高工业废水排放达标率,三是推广污水回用。论文重点介绍了城市污水的强化一级处理、数学模型用于精确控制的技术,清洁生产在提高工业废水排放达标方面的作用,以及再生水作为环境用水的回用方式。     

城市污水厂氨气的来源及排放因子研究

通过对城市污水处理厂进行现场调查和分析,选取广州市猎德污水处理厂的格栅、沉砂池、A-B工艺的曝气池、组合交替式(unitank)生化池、污泥浓缩池及脱水机房采集气样,同时在A-B工艺的曝气池、unitank生化池及A-B工艺的沉淀池采集水样,采用模拟实验测试这些污水处理单元的氨挥发速率,并结合理论计算,研究氨气的来源和排放因子.结果表明,A-B工艺的曝气池和unitank工艺的生化池为城市污水处理厂的主要氨排放源.城市污水处理厂污水的氨气平均挥发速率为21.06μg.m-.2s-1,在此基础上计算出其氨气平均排放因子为0.28 g.m-3,其中A-B工艺曝气池的氨排放因子较高,为0.205 g.m-3;unitank生化池的氨排放因子为0.033 g.m-3;A-B工艺沉淀池的氨排放因子较低,为0.0085 g.m-3.     

不同生态工程组合系统对南方水源地污水的净化效果

于2010年6月(丰水期)和11月(枯水期),对我国南方水源地农村生活污水处理系统(系统Ⅰ)以及农田排水处理系统(系统Ⅱ)的常规污染物和藻类进行调查,分析比较两个系统对常规污染物以及藻类的去除效果.结果表明,系统Ⅰ出水中的生化需氧量、化学耗氧量、总磷、总氮和悬浮物等指标均符合《国家城镇污水处理厂污染物排放标准》(GB18918-2002)回用水要求,该系统中共监测出浮游植物6门53属74种,系统Ⅰ丰水期对藻类细胞总密度和叶绿素a的去除率分别为87.71%和58.87%,枯水期为95.73%和58.57%;系统Ⅱ出水中的生化需氧量、化学耗氧量、总磷、总氮和氨氮等指标优于《地表水环境质量标准》(GB3838-2002)Ⅳ类水标准,该系统监测出浮游植物6门48属66种,系统Ⅱ丰水期对藻类细胞总密度和叶绿素a的去除率分别为62.43%和72.25%,系统Ⅱ丰水期的藻类处理效果优于枯水期.对两个系统的水质净化效果进行比较,系统Ⅰ对总氮、藻类细胞密度、叶绿素a的去除效果优于系统Ⅱ,系统Ⅱ对氨氮的去除效果优于系统Ⅰ.两种生态工程组合系统的水质净化效果明显,能为南方类似水源地污水处理和水生生态态系统恢复提供技术支持.图3表2参33     

Preliminary techno-economic analysis of three typical decentralized composting technologies treating rural kitchen waste: a case study in China

● Decentralized composting (DC) is a profitable KW treating technology. ● SAC and BEC were economically attractive in rural area, while HDC was unprofitable. ● KW handling subsidy plays a vital role in making DC profitable. ● SAC and BEC have great potential in promoting rural KW treatment. This study was designed to evaluate whether the decentralized rural kitchen waste (KW) composting technologies used in China can be widely applied. To this end, we completed a techno-economic analysis of three typical types of KW compositing, namely solar-assisted (SAC), bio-enhanced (BEC), and heat-dewatering composting (HDC). These evaluations revealed that all three technologies produce composting products that meet China’s organic fertilizer standard and that both SAC and BEC are economically self-sustaining and generate net profits (18824.94 and 17791.52 US$/a) and positive net present values (32133.11 and 25035.93 US$). Subsequent sensitivity analysis demonstrated that the KW-handling subsidy plays a critical role in making decentralized composting economically attractive. Based on these analyses, we believe that reducing the coverage area of SAC, reducing the operating cost of BEC and HDC, upgrading composting products, and strengthening secondary pollution control would aid in supporting the technological improvement of these processes. Moreover, providing appropriate subsidies and promulgating specific standards and policies for KW fertilizer are key strategies for decentralized rural KW composting management.     

废水处理与利用生态工程Ⅱ—类型及一些案例

文章列举了污水处理与利用生态工程的主要类型。包括城市污水就地、分散、小型、地埋式、无动力处理系统 ;快速渗滤土地处理与利用系统 ;慢速渗滤土地处理与利用系统 ;芦苇湿地渗滤系统集中处理与利用城市污水。工业废水的处理与利用 ,主要通过减量、回收、转化、回用和再循环。另提供了一些案例帮助说明各类型。     

Membrane-based treatment of shale oil and gas wastewater: The current state of knowledge

• Shale oil and gas production generates wastewater with complex composition. • Membrane technologies emerged for the treatment of shale oil and gas wastewater. • Membrane technologies should tolerate high TDS and consume low primary energy. • Pretreatment is a key component of integrated wastewater treatment systems. • Full-scale implementation of membrane technologies is highly desirable. Shale oil and gas exploitation not only consumes substantial amounts of freshwater but also generates large quantities of hazardous wastewater. Tremendous research efforts have been invested in developing membrane-based technologies for the treatment of shale oil and gas wastewater. Despite their success at the laboratory scale, membrane processes have not been implemented at full scale in the oil and gas fields. In this article, we analyze the growing demands of wastewater treatment in shale oil and gas production, and then critically review the current stage of membrane technologies applied to the treatment of shale oil and gas wastewater. We focus on the unique niche of those technologies due to their advantages and limitations, and use mechanical vapor compression as the benchmark for comparison. We also highlight the importance of pretreatment as a key component of integrated treatment trains, in order to improve the performance of downstream membrane processes and water product quality. We emphasize the lack of sufficient efforts to scale up existing membrane technologies, and suggest that a stronger collaboration between academia and industry is of paramount importance to translate membrane technologies developed in the laboratory to the practical applications by the shale oil and gas industry.     

农村水污染治理驱动因素的利益相关者识别

引入利益相关者理论对我国农村水污染治理减低污染风险的驱动因素进行了识别。通过对农村水污染系统内的利益相关者进行界定,划分了政府、农村社区居民和社会力量3个利益群体,并通过Binary Logistic回归模型对3个利益群体的驱动力进行量化分析,经实证模型检验表明,反映政府作用的考核机制（含财政投入与监管能力）、反映社会力量的社会资金投入以及反映农村社区作用的自主管理能力和居民环保投入所占比重的发生比（OR值）分别为2.248、1.725、1.525和1.236,表明政府主导对减轻农村水污染起关键作用,社会力量和农民社区自身多方发挥作用对降低农村水污染风险的影响也是显著的。     

海水利用后排水对城市污水处理厂生物处理的影响

对沿海城市海水利用后，含海水污水对城市污水处理厂生物处理系统可能造成的影响进行了研究、试验，结果表明。当海水比例不超过35％时，不会对生物处理系统造成严重冲击，处理出水能够达标排放。     

农村水污染治理驱动因素的利益相关者识别

引入利益相关者理论对我国农村水污染治理减低污染风险的驱动因素进行了识别。通过对农村水污染系统内的利益相关者进行界定,划分了政府、农村社区居民和社会力量3个利益群体,并通过Binary Logistic回归模型对3个利益群体的驱动力进行量化分析,经实证模型检验表明,反映政府作用的考核机制(含财政投入与监管能力)、反映社会力量的社会资金投入以及反映农村社区作用的自主管理能力和居民环保投入所占比重的发生比(OR值)分别为2.248、1.725、1.525和1.236,表明政府主导对减轻农村水污染起关键作用,社会力量和农民社区自身多方发挥作用对降低农村水污染风险的影响也是显著的。     

Unintended nutrient imbalance induced by wastewater effluent inputs to receiving water and its ecological consequences

Eutrophication is the most widespread water quality issue globally. To date, most efforts to control eutrophication have focused on reductions of external nutrient inputs, yet importance of nutrient stoichiometry and subsequent shift in plankton composition in aquatic ecosystem has been largely neglected. To address eutrophication, improved sanitation is one of the United Nations Sustainable Development Goals, spurring the constructions of wastewater treatment facilities that have improved water quality in many lakes and rivers. However, control measures are often targeted at and effective in removing a single nutrient from sewage and thus are less effective in removing the others, resulting in the changes of nutrient stoichiometry. In general, more effective phosphorus removal relative to nitrogen has occurred in wastewater treatment leading to substantial increases in N/P ratios in effluent relative to the influent. Unfortunately, high N/P ratios in receiving waters can impose negative influences on ecosystems. Thus, long-term strategies for domestic wastewater management should not merely focus on the total reduction of nutrient discharge but also consider their stoichiometric balances in receiving waters.     

Monitoring,mapping and health risk assessment of fluoride in drinking water supplies in rural areas of Maku and Poldasht,Iran

The aim of this study was to investigate and determine fluoride concentrations in drinking water supplies in rural areas of Maku and Poldasht in West Azerbaijan Province, the northwest of Iran. Fluorosis risk assessment and characterization was also investigated. Fluoride concentrations mapping was accomplished by using the GIS system. Totally, 356 water samples, including one sample in each season, were collected from 89 water supplies providing water for 95 and 61 rural areas of Maku and Poldasht, respectively. According to the results, in Maku and Poldasht, 25 and 30 rural areas had contaminated water sources, respectively. Average annual fluoride concentrations ranged from 3.04 to 7.31 mg/l in the contaminated villages of Maku, which is about 2–4.8 times higher than the maximum standard level of the Iranian drinking water standard, and 4.52–8.21 mg/l in the contaminated areas of Poldasht, which is about 3–5.47 times higher than the maximum standard level. The maximum fluoride level was determined 11.12 mg/l and 10.98 mg/l in one of villages of Maku and Poldasht Counties in summer, respectively. Neither in Maku nor in Poldasht, water resources showed dental cavity risk, while dental fluorosis risk and skeletal fluorosis risk were very significant in some villages of both cities. Children were at most risk of fluorosis. New alternative water supplies for the contaminated villages if possible, consumption of bottled water and application of reverse osmosis are recommended as remedial actions in the contaminated areas.

     

城镇污水处理厂进出水对日本青鱂早期阶段亚慢性毒性效应

采用日本青鳉胚胎及幼鱼暴露评估污水处理厂进出水的综合毒性效应。水样采自广州市3个污水处理厂的进水口和出水口。96 h青鳉幼鱼急性毒性试验表明:6个水样均没有对青鳉幼鱼产生急性毒性效应。14 d胚胎暴露试验结果:3个污水处理厂的进水及1号和3号污水处理厂的出水均引起胚胎死亡,胚胎孵化率均低于70%且均与对照组产生了显著性差异(p0.05)。3个厂的进水和1号、2号厂出水的鱼苗畸形率与对照组也有显著差异(p0.05),其中3号厂进水鱼苗畸形率高达(33.73±8.94)%。而6个水样的胚胎孵化时间均与对照组无显著差异(p0.05),均在9 d左右。7 d鱼苗暴露试验结果:1、2、3号3个水厂进水的鱼苗死亡率分别是(30.16±2.75)%,(24.07±1.60)%,(37.90±4.77)%,与对照组产生明显差异(p0.05)。出水对鱼苗的致死效应明显低于进水,但出水对鱼苗的致死效应相对于对照组仍有显著差异(p0.05)。     

Ökonomisch-organisatorische Betrachtung der Klärschlammverwertung: Kosten — Nutzen — Ausstiegsszenarien

Goal and Scope

The controversial issue of disposing municipal sewage sludge on arable farmland and growing demand on derived fuels could result in a total or partial abandoning of sludge recycling as fertiliser. Alternative disposal strategies like incineration will cause complex changes. A material flow management framework is used to determine the economic-organisational consequences for public authorities, farmers, rural contractors, disposal firms, and population in Schleswig-Holstein.

Methods and Focus

The study is based upon network analysis, analysis of agricultural and wastewater statistics and interviews. After structuring the disposal process, transaction are used to derive costs of different disposal strategies. The purification technique of sewage plant and application of metal salts for precipitation affect the fertilising quality of sludge. Therefore, all plants are classified into 4 different technical groups with decreasing fertilising effect. Now, the amount of sludge and corresponding fertilising benefit is calculated both state wide and for typical farms. Finally costs of different disposal strategies are derived.

Results

Referring to sewage plants sludge disposal in Schleswig-Holstein is characterised by a local structure since less than 10% of all 841 sewage plants produce almost the entire sludge where as many small plants especially in rural areas produce only little amounts. Usually enriched with lime, dewatered sludge fulfilling legal limits is used as organic fertilizer. The number of transactions indicates the costs.

Discussion

To reduce transaction costs, disposal firms try to offer high quantities of sludge to a limited number of farmers. Due to purification technique, the fertilising effect of half the amount of total sludge is reduced. Compared to the total demand on phosphorous, sludge can only substitute up to 4% of phosphorous. Farmers can substitute up to 50% of mineral fertiliser and increase marginal income per hektare. Although changing disposal strategy to incineration would double economic costs, fee for wastewater would remain almost constant.

Conclusions

Small wastewater plants, farmers and rural contractors would be particularly affected by ceasing sludge disposal. Small wastewater plants would have to invest in dewatering equipment, rural contractors would lose an important market segment and farmers (only a small percentage of all farmers uses sludge) would lose additional income. Changing waste management from sludge disposal with many involved parties to e.g. incineration would considerably reduce transaction costs for authorities. In case of partly changing waste management strategy, whereas sludge of small plants could be recycled, the authorities would still have to plan and control the disposal process even for small quantities of sludge. Transaction costs do not decrease proportionally to the decreasing amount of sewage sludge.

Perspectives

Quality management systems initiated by disposal firms should increase the acceptance and prevent a ban of sludge recycling. Nevertheless, the waste market develops from material to energetic use of waste. Significant resources will be lost without a phosphorous recovering from sludge as well as from other organic waste.     

城市污泥不同处理处置方式的成本和效益分析--以北京市为例

以北京市为例,估算不同电价及运输距离下填埋、焚烧及堆肥等方式的城市污泥处理处置成本,在此基础上讨论各种处理处置方案的前景,展望北京市污泥处理处置出路。污泥填埋在一定时期内还将是主要处理处置方式,但所占比例将逐渐下降;堆肥是经济上较为可行的处理处置方式,适合大力推广;随着经济实力与技术水平提高,焚烧法可以适用于个别特殊地点。同时,分析了政府补贴对污泥处理处置效益的影响。