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1.
我国污水处理厂每年都会产生大量的污泥,其复杂的成分及高含水率制约污泥的有效利用,如何降低污泥的含水率是其资源化利用的关键.首先调研了污泥产生及成分,从污泥干化的典型工艺及设备、干化过程的环境污染与控制、污泥干化过程的尾气处理和污泥干化经济性分析4个方面对污泥干化技术进行阐述,指出污泥余热干化是污泥实现节能、经济及环保的有效处置方式.  相似文献   

2.
针对当前农村生活污水低碳氮比现状和处理难题,研发了拥有自主知识产权的MFBR泥膜共生污水处理工艺,并形成了一套分散式农村生活污水处理一体化设备,该设备集缺氧池、厌氧池、移动床曝气池、固定床曝气池及沉淀池于一体。研究考察了MFBR一体化设备用于处理湖南省某村庄生活污水的性能,结果表明:稳定运行后出水水质均达到《城镇污水处理厂污染物排放标准》(GB 18918—2002)一级A标,运行成本根据处理量在0.25~0.4元/m3。该设备可根据项目要求增减化学除磷系统,设备结构简单,运行成本低,对低碳氮比的生活污水处理效率高。  相似文献   

3.
各省、自治区、直辖市及计划单列市、新疆生产建设兵团发展改革委、住房城乡建设厅(建设局、建委)、生态环境厅:现将《污泥无害化处理和资源化利用实施方案》印发给你们,请认真贯彻落实。2022年9月22日污泥无害化处理和资源化利用实施方案附件1:实施污泥无害化处理,推进资源化利用,是深入打好污染防治攻坚战,实现减污降碳协同增效,建设美丽中国的重要举措。党的十八大以来,我国城镇生活污水收集处理取得显著成效,污泥无害化处理能力明显增强,但仍然存在“重水轻泥”问题,污泥处理设施建设总体滞后,无害化处理和资源化利用水平不高,甚至出现污泥违规处置和非法转移等违法行为。为深入贯彻习近平生态文明思想,认真落实经国务院同意的《关于推进污水资源化利用的指导意见》,提高污泥无害化处理和资源化利用水平,制定本方案。  相似文献   

4.
污泥干化是城市污泥无害化处置和资源化利用的前提和关键工序,需要消耗大量能源。将太阳能应用于城市污泥干化,可大幅度减少污泥干化过程对常规能源的依赖,经济高效地实现污泥的稳定化、减量化及资源化。对国内外城市污泥的处理处置和太阳能污泥干化技术的研究现状进行综述。  相似文献   

5.
污泥作为一种污水处理的产物,常被认为是一种固体废弃物,最常用的处理方式是经过简单脱水后进行填埋处理。随着污泥蕴含的价值逐渐被社会所认知,污泥作为一种资源被逐渐利用。通过对污泥的资源化深入研究与分析,总结出污泥资源化的几种方式,并对污泥各种资源化技术的TRL(技术就绪水平)进行系统分析,结果表明,在商业化应用上,厌氧消化制沼气技术已经趋于成熟,陶粒制备技术具备较高的应用化前景,其他资源化技术尚存在或多或少的技术难点,仍处于理论或实验阶段,需要做大量研究工作。  相似文献   

6.
水平潜流人工湿地脱氮性能研究   总被引:1,自引:0,他引:1  
试验研究了植物、季节变化对水平潜流人工湿地脱氮性能的影响及湿地去除污染物的沿程趋势.结果表明,潜流湿地脱氮、降解有机物性能与植物生长、季节变化密切相关,相关程度为脱氮大于降解有机物.潜流湿地降解有机物的主要场所位于湿地前、中部.湿地对COD的去除率在46.43%~90.85%间变化.潜流湿地对有机物降解、硝化与反硝化反应具有沿程同步性.种植芦苇的潜流人工湿地的TN去除率可以达到94.57%,芦苇湿地的脱氮性能明显好于空白湿地.潜流人工湿地具有良好的降解有机物和脱氮性能.  相似文献   

7.
深圳白泥坑、雁田人工湿地污水处理场   总被引:22,自引:0,他引:22  
本文介绍深圳白泥坑、雁田两个污水处理场的工艺流程、运行工况,列举了相关的设计参数和水质分析数据,并指出了存在的问题。认为人工湿地污水处理系统作为一种独特的工业及市政生活污水处理技术是可行的,值得全国中小城市借鉴与推广。  相似文献   

8.
MBR一体化装置以内蒙古某电厂基建期生活污水为处理水源,采用生化与膜法相结合的水处理工艺对生活污水进行处理,出水回用于电厂搅拌站,试运结果表明,不仅出水水质完全满足电厂搅拌站用水水质要求,且达到环保局对其生活污水处理的要求,同时每天节省地下水720t.  相似文献   

9.
《化工环保》2006,26(6):527-527
该专利公开了一套负压移动式污泥干化处理设备。该处理设备包括安装在移动式方舱上后部的污泥抽取单元、清洗箱、脱水单元、输送单元、加药单元、密封包装单元及安装在移动式方舱上前部的发电机及其电控柜一和电控柜二。移动式方舱上的后部为密闭舱,密闭舱内还置有净化通风单元、控制显示单元和消毒单元。净化通风单元可将移动式方舱内的空气过滤后排出并保持移动式方舱内为负压,控制显示单元检测移动式方舱内的负压值并进行报警,消毒单元可杀灭移动式方舱内的病毒。该发明在切断了污泥处理过程中所产生的各种病毒向外传播与蔓延渠道的同时,也可避免系统在移动过程中系统空间的污染空气及所带病毒向外界泄漏传播。  相似文献   

10.
C/N及氮源形式对潜流式人工湿地脱氮效果的影响   总被引:2,自引:0,他引:2  
研究了C/N及氮源形式对潜流式人工湿地脱氮效果的影响.结果表明,当潜流式人工湿地进水C/N由2.0增大到6.0时,总氮的去除效率由45%提高到70%;而当进水C/N由6.0增大到14.0时,总氮的去除效率仅由70%提高到85%,提高的幅度相对较小.潜流式人工湿地对总氮的去除效率随NH 4 -N/TN的增加而降低,随着NO-3 -N/TN的增加而提高.  相似文献   

11.
Since the mid-1970s, Sweden has been depositing 1 million ton d.w sludge/year, produced at waste water treatment plants. Due to recent legislation this practice is no longer a viable method of waste management. It is necessary to improve existing and develop new sludge management techniques and one promising alternative is the dewatering and treatment of sludge in constructed wetlands. The aim of this study was to follow reduction of organic carbon, BOD and nutrients in an industrial sludge containing nitro-aromatic compounds passing through constructed small-scale wetlands, and to investigate any toxic effect such as growth inhibition of the common reed Phragmites australis. The result showed high reduction of all tested parameters in all the outgoing water samples, which shows that constructed wetlands are suitable for carbon and nutrient removal. The results also showed that P. australis is tolerant to xenobiotics and did not appear to be affected by the toxic compounds in the sludge. The sludge residual on the top of the beds contained low levels of organic carbon and is considered non-organic and could therefore be landfilled. Using this type of secondary treatment method, the amount of sludge could be reduced by 50-70%, mainly by dewatering and biodegradation of organic compounds.  相似文献   

12.
采用化学除油降黏—污泥调理—离心脱水工艺处理某炼油厂废水处理系统的混合污泥,并对工艺条件进行优化。实验结果表明,最佳的工艺条件为:化学除油降黏阶段处理体系的pH=4,反应温度35 ℃,H2O2加入量 2 g/L,m(H2O2)∶ m(Fe2+)=4,反应时间 60 min;污泥调理反应阶段的CaO加入量7.0 g/L;离心脱水阶段在分离因数为1 558时脱水5 min。在此条件下,得到的泥饼的含水率为70.0%~75.0%(w),含油率小于2%(w),污泥比阻约为3.0×107 s2/g。  相似文献   

13.
Although production of sewage sludge increases every year, its proper treatment has only been recently raised as a new issue, as current landfill and ocean dumping arrangements are expected to become increasingly difficult to manage in the future. The Korean Ministry of Environment plans to diversify its processing facilities and expand its processing systems by 2011, with the purpose of processing all sludge produced in Korea. According to this plan, incineration (including incineration of municipal wastes) will process 30% of the entire sewage sludge throughout the country in 2011. This study reviews the characteristics of PAH, which is one of the organic substances found in sewage sludge during the incinerating process. The total amount of PAH produced from sewage sludge incineration was found to be 6.103 mg/kg on average, and investigation performed on 16 PAHs of inlets and outlets of the air control devices at five full-scale incineration facilities showed that concentrations of the PAHs on the inlet and on the outlet ranged from 3.926 to 925.748 microg/m(3) and from 1.153 to 189.449 microg/m(3), respectively. In the case of the incineration facility fed with municipal waste (95%) and sewage sludge (5%), the total of the PAH emissions concentration was higher than that found at the incineration facilities used exclusively to treat sewage. The combustion of waste vinyl and plastics contained in municipal waste fed into the facility might contribute to the high levels of PAHs in the stack gas. However more investigation is needed on the production mechanism of PAHs at different operating conditions of the incineration facilities, such as the types of waste, and other relevant factors.  相似文献   

14.
颗粒状污泥活性炭流化床吸附处理含铜矿山废水   总被引:2,自引:0,他引:2       下载免费PDF全文
万祥云  朱泮民 《化工环保》2013,33(4):312-315
以城市污水处理厂活性污泥为原料,通过高温热解制备了颗粒状污泥活性炭吸附剂。在自制的流化床吸附装置上研究了该吸附剂对含铜矿山废水的吸附处理效果。实验结果表明:在初始废水pH6、吸附剂加入量15g/L、废水循环流量6.0L/min、吸附时间120min的最佳吸附条件下,废水中Cu2+去除率达98.2%。  相似文献   

15.
Due to high content of heavy metals such as chromium, tannery sewage sludge is a material which is difficult to be biologically treated as it is in the case of organic waste. Consequently, a common practice in managing tannery sewage sludge is landfilling. This poses a potential threat to both soil and water environments and it additionally generates costs of construction of landfills that meet specific environment protection requirements. Vitrification of this kind of sewage sludge with the addition of mineral wastes can represent an alternative to landfilling.The aim of this study was to investigate the possibility of obtaining an environmentally safe product by means of vitrification of tannery sewage sludge from a flotation wastewater treatment process and chemical precipitation in order to address the upcoming issue of dealing with sewage sludge from the tannery industry which will be prohibited to be landfilled in Poland after 2016. The focus was set on determining mixtures of tannery sewage sludge with additives which would result in the lowest possible heavy metal leaching levels and highest hardness rating of the products obtained from their vitrification.The plasma vitrification process was carried out for mixtures with various amounts of additives depending on the type of sewage sludge used. Only the materials of waste character were used as additives.One finding of the study was an optimum content of mineral additives in vitrified mixture of 30% v/v waste molding sands with 20% v/v carbonate flotation waste from the zinc and lead industry for the formulations with flotation sewage sludge, and 45% v/v and 5% v/v, respectively, for precipitation sewage sludge. These combinations allowed for obtaining products with negligible heavy metal leaching levels and hardness similar to commercial glass, which suggests they could be potentially used as construction aggregate substitutes. Incineration of sewage sludge before the vitrification process lead to increased hardness of the vitrificates and reduced leaching of some heavy metals.  相似文献   

16.
An original integrated drying and incineration technique is proposed to dispose of sewage sludge with moisture content of about 80% in a circulating fluidized bed. This system combines a bubbling fluidized bed dryer with a circulating fluidized bed incinerator. After drying, sewage sludge with moisture less than 20% is transported directly and continuously from the fluidized bed dryer into a circulating fluidized bed incinerator. Pilot plant results showed that integrated drying and incineration is feasible in a unique single system. A 100 t/d Sewage Sludge Incineration Demonstration Project was constructed at the Qige sewage treatment plant in Hangzhou City in China. The operational performance showed that the main operation results conformed to the design values, from which it can be concluded that the scale-up of this technique is deemed both feasible and successful.  相似文献   

17.
Nitrogen removal in wetlands is achieved through two pathways: (a) N cycling and (b) storage. N cycling is a permanent removal pathway. There has been an increasing interest in the development of technologies to alleviate permanent nitrogen removal limitation in constructed wetlands by ensuring prevalence of conditions enhancing N cycling. The purpose of this study is to review an emerging technology of vegetated submerged bed constructed wetland system aimed at improving nitrogen removal in wetlands through rational system design. The design and performance of this system type is evaluated. The oxygen transfer capacity and nitrogen removal mechanisms on system performance are evaluated. Constructed wetland combinations most commonly consist of vertical flow (VF) and horizontal flow (HF) beds where VF and HF are aimed at nitrification and denitrification, respectively. Nitrate nitrogen accumulation is the most limiting factor in typical VF based systems.  相似文献   

18.
Sewage sludge with high organic content is particularly difficult to dewater before disposal in landfill. In this study, different hybrid cement binders were investigated to evaluate their ability to dewater the sewage sludge with high organic content. After 7 days of stabilization, the CASC (Mayenite/Sulfoaluminate cement) hybrid binder showed an excellent efficiency on both water content reduction and strength development; the water content and unconfined compressive strength value of solidified sludge reached 52.43 % and 109.55 kPa, respectively, at 8 % binder/sludge mass rate. The horizontal vibration leaching test (HJ 557-2009) indicated that leachability of heavy metals of the CASC-solidified sludge was far lower than that of non-solidified sludge and CAPC-solidified sludge. Furthermore, SEM and XRD analyses suggested that certain hydrates formed in the solidification process might have accelerated the depletion of interstitial water and strength development in the CASC-solidified sludge.  相似文献   

19.
Sustainable development relies on the eco-efficient use of all flows in society; more value created out of each resource unit. Supercritical water oxidation (SCWO) can be used for treatment of wet organic waste. The technology has been under development for over 20 years but has not yet been fully commercialized. SCWO allows for complete oxidation of all organics in sewage sludge and almost complete recovery of the inherent energy, essentially without harmful emissions. In this paper, a life-cycle assessment (LCA) of sewage sludge SCWO (Aqua-Critox) is presented and the results are compared with LCA results for other sludge handling options: agricultural use, co-incineration with municipal solid waste, incineration with subsequent phosphorus extraction (Bio-Con) and sludge fractionation with phosphorus recovery (Cambi-KREPRO). For SCWO, beneficial utilization of the heat of reaction is of crucial importance for the outcome. The electricity consumed by pumping and the nitrous oxide produced are other important parameters. The best sludge handling option from an environmental point of view depends on what aspect is considered more important in the impact assessment. Regarding global warming, the energy recovery methods perform better than agricultural use.  相似文献   

20.
The major processes responsible for phosphorus (P) removal in constructed wetlands with horizontal sub-surface flow (HSF CWs) are adsorption, precipitation and plant uptake if the biomass is harvested. The filtration materials frequently used in HSF CWs, i.e., gravel or crushed rock, provide only limited adsorption and plants are not regularly harvested. As a result, the removal of P in HSF CWs is usually low and typically amounts to only 40 to 60% during the treatment of municipal or domestic sewage. The average inflow and outflow P concentrations for vegetated beds of Czech HSF CWs were 6.6 mg L-1 and 3.6 mgL-1, respectively. The average P removal was 45.7%. Despite a wide fluctuation of inflow phosphorus loading rates in the Czech CWs (10.9 – 356 g P m-2 a-1) the retention of P is well predictable. The CWs in the Czech Republic are relatively new and therefore, it is not possible to evaluate long-time performance of P removal. However, results from systems that have been in operation for longer periods (maximum of 9 years) indicate that P removal decreases over years probably as a result of limited sorption capacity. The amount of P removed by aboveground Phragmites biomass is very low and usually does not exceed 5% of the total removed P in the beginning of operation. As the sorption decreases over years and macrophyte biomass increases at the same time the importance of P bound in biomass becomes higher but it rarely exceeds the level of 20% of the total P removed.  相似文献   

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