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1.
城市污水处理厂微生物气溶胶的污染与控制逐渐成为人们关注的热点问题。为明确城市污水处理厂微生物气溶胶浓度和粒径分布特征,选择鄂尔多斯市某城市污水处理厂的格栅间、配水池、氧化沟、二沉池、污泥脱水间和厂区门口6个功能区为对象,对各功能区产生的异养细菌、真菌和放线菌气溶胶浓度分布、污染特性和微生物粒子粒径分布特性进行研究。结果表明,该污水处理厂不同功能区内异养细菌、真菌和放线菌的浓度分布存在显著性差异,其中二沉池和污泥脱水间产生的异养细菌和放线菌浓度均较高,真菌浓度较高的区域为厂门口和二沉池;根据相关微生物气溶胶污染评价标准,污泥脱水间逸散的异养细菌浓度均达到污染级,二沉池、氧化沟和厂门口逸散的异养细菌浓度达轻微污染级,格栅间和配水池未受污染,而真菌浓度在各个功能区均未受到污染;各功能区产生的异养细菌、真菌和放线菌粒子粒径分布无明显差异,异养细菌、真菌和放线菌粒子粒径分别集中在第1、4级,第3、4级和第1、2、3级,大体上均呈正态分布;各功能区均逸散出一定比例的可以直接吸入人体呼吸道的微生物粒子,可能对人体健康具有一定的潜在风险。研究结果可为城市污水处理厂运行过程中微生物气溶胶的污染控制提供科学依据。  相似文献   

2.
• Framework of indicators was established based on energy efficiency and recovery. • Energy neutrality potential of 970 wastewater treatment plants was evaluated. • Analysis of characteristics and explanatory factors was carried out. • Pathways for improving the energy neutrality potential were proposed. Wastewater treatment plants (WWTPs) consume large amounts of energy and emit greenhouse gases to remove pollutants. This study proposes a framework for evaluating the energy neutrality potential (ENP) of WWTPs from an integrated perspective. Operational data of 970 WWTPs in the Yangtze River Economic Belt (YREB) were extracted from the China Urban Drainage Yearbook 2018. The potential chemical and thermal energies were estimated using combined heat and power (CHP) and water source heat pump, respectively. Two key performance indicators (KPIs) were then established: the energy self-sufficiency (ESS) indicator, which reflects the offset degree of energy recovery, and the comprehensive water–energy efficiency (CWEE) indicator, which characterizes the efficiency of water–energy conversion. For the qualitative results, 98 WWTPs became the benchmark (i.e., CWEE= 1.000), while 112 WWTPs were fully self-sufficient (i.e., ESS≥100%). Subsequently, four types of ENP were classified by setting the median values of the two KPIs as the critical value. The WWTPs with high ENP had high net thermal energy values and relatively loose discharge limits. The explanatory factor analysis of water quantity and quality verified the existence of scale economies. Sufficient carbon source and biodegradability condition were also significant factors. As the CWEE indicator was mostly sensitive to the input of CHP, future optimization shall focus on the moisture and organic content of sludge. This study proposes a novel framework for evaluating the ENP of WWTPs. The results can provide guidance for optimizing the energy efficiency and recovery of WWTPs.  相似文献   

3.
火山岩型膨润土原矿的脱色性能研究   总被引:2,自引:0,他引:2  
考察了火山岩型膨润土原矿对亚甲基蓝溶液的脱色处理效果,发现12min后4种矿物的脱色率均达到了85%以上,其中信阳、黑山和凌源膨润土矿样脱色率高达98%以上。各膨润土矿地质背景差异导致矿样间物理化学性质的差异较大。讨论膨润土的物理化学性质和染料脱色效果,发现影响膨润土样品吸附的主要因素为膨润土d001值、CEC以及内表面积。  相似文献   

4.
人工湿地处理生活污水研究--以深圳石岩河人工湿地为例   总被引:30,自引:2,他引:30  
对深圳石岩河人工湿地运行以来的污水净化效果、植物生长状况和处理系统存在的问题等进行了分析和研究.结果表明,湿地运行7个月,污水处理量达1.8×106 m3,对污水中CODCr、BOD5、SS、TP、TN和NH3-N的去除率分别为87.1%、94.1%、57.5%、91.4%、47.8%和74.8%.对植物氮磷的分析表明,植物氮质量分数在1.31%~2.25%之间,磷质量分数在0.40% ~ 1.15%之间,植物氮积累量为116.2 ~ 417.1 kg·hm-2,磷积累量为70.7~178.3 kg·hm-2.与工程总处理量相比,植物吸收的氮磷量仍占很小部分,平均分别为4.90%和3.78%.此外,对工程运行状况的观测发现,人工湿地存在工程表面板结、内部堵塞及植物管理等问题,板结程度与植物覆盖度成反比.  相似文献   

5.
● Reduce the quantifying MPs time by using Nile red staining. ● The removal rate of MPs and PAEs in wastewater and sludge were investigated. ● MPs and PAEs were firstly analyzed during thermal hydrolysis treatment. ● The removal of PAEs from wastewater and sludge was mainly biodegradation. Microplastics (MPs) and plasticizers, such as phthalate esters (PAEs), were frequently detected in municipal wastewater treatment plants (MWTP). Previous research mainly studied the removal of MPs and PAEs in wastewater. However, the occurrence of MPs and PAEs in the sludge was generally ignored. To comprehensively investigate the occurrence and the migration behaviors of MPs and PAEs in MWTP, a series of representative parameters including the number, size, color, shape of MPs, and the concentrations of PAEs in wastewater and sludge were systematically investigated. In this study, the concentrations of MPs in the influent and effluent were 15.46±0.37 and 0.30±0.14 particles/L. The MP removal efficiency of 98.1% was achieved and about 73.8% of MPs were accumulated in the sludge in the MWTP. The numbers of MPs in the sludge before and after digestion were 4.40±0.14 and 0.31±0.01 particles/g (dry sludge), respectively. Fourier Transform Infrared Spectroscopy (ATR FT-IR) analysis showed that the main types of MPs were polyethylene terephthalate (PET), polypropylene (PP), polyethylene (PE), and polystyrene (PS). Six PAEs, including phthalate (DMP), diethyl phthalate (DEP), diisobutyl phthalate (DIBP), ortho dibutyl phthalate (DBP), butyl benzyl phthalate (BBP), and bis(2-ethyl) hexyl phthalate (DEHP), were detected in the MWTP. The concentrations of total PAEs (ΣPAEs) in the influent and effluent were 76.66 and 6.28 µg/L, respectively. The concentrations of ΣPAEs in the sludge before and after digestion were 152.64 and 31.70 µg/g, respectively. In the process of thermal hydrolysis, the number and size of MPs decreased accompanied by the increase of the plasticizer concentration.  相似文献   

6.
A mixed microbial population in digested sewage culture under strict anaerobic conditions degraded TNT (2,4,6‐trinitrotoluene) effectively. An initial concentration of 110 mg/L of TNT was reduced to a non‐detectable amount (> 99% removal) in 6 days of incubation. Red color due to the electron charge of NO2 groups becomes colorless after 6 days of incubation, while the autoclave control remained red in color. Further stepwise deamination and subsequent mineralization by ring cleavage occurred by mixed nitroreductase which is available from many of the denitrifying bacteria predominantly in sewage culture.  相似文献   

7.
采用液-液萃取辅以硅胶、氧化铝净化的方法,并结合GC/MS分析技术,系统分析了焦化废水中有机物的组成.在焦化废水中检测到15类558种有机物.根据有机物的分子结构、废水中的含量、毒性及环境效应,筛选出焦化废水中的特征性有机污染物,以区别于其它工业废水,可作为追溯环境中污染物来源的依据.经物理、生物和化学处理后,焦化废水中大部分有机物被去除,其中,对去除率的主要贡献是生物处理阶段.为了更好地考察生物处理阶段对有机污染物的去除特征,选定酚类、多环芳烃和喹啉类物质作为研究对象,分析了3类特征性污染物在A/O2工艺各单元中的去除状况及组成变化特征.  相似文献   

8.
A pilot-scale airlift oxidation ditch using bubble diffuser and baffle as aerator was operated in a wastewater treatment plant (WWTP) to investigate its flow characteristic and wastewater treatment performance. Compared with the conventional oxidation ditch process, effective depth and oxygen utilization efficiency of this new process was improved by underwater aeration. Furthermore, it had a reversed velocity distribution, which decreased from the bottom to the top on vertical section. Velocity measurement showed that a velocity over 0.2m/s at the bottom was sufficient to prevent sludge settlement during long term operation. Application of these concepts would save land area and energy consumption by about 25%―50% and 55%, respectively. In this new system, organic biodegradation and nitrification could be well achieved. Denitrification could occur steadily in the straight part by adjusting the airflow rate. An average TN removal rate of 63% was achieved with dissolved oxygen (DO) concentrations between 0.6mg/L and 1.5mg/L. The main pollutants in the effluent could meet the strictest discharge standard (COD<50mg/L, NH4+―N<5mg/L, and TN<15mg/L) in China now.  相似文献   

9.
The kinetic parameters and the purification rates of the hybrid cell Foaz in soybean processing wastewater (SPW) were measured through a shaking reaction and in two automatic regulated control stable fermentation systems (ARCSFS). The maximum specific growth rate of Foaz was 0.576 h‐1, higher than that of one of its parental strains Rhodobacter sphaeroides P9479 and lower than that of another parental strain Saccharomyces cerevisiae Y9407. The BOD5 removal rate of Foaz in the No. 1 system was 61.3%, higher than those of both its parental strains when the influent BOD5 concentration was 4600 mg/L. The results of this study suggest that the hybrid Foaz has a better capacity of the degradation of organic pollutants in SPW than its parental strains and it may be applicable to the treatment of high concentration organic wastewater.  相似文献   

10.
研究了厌氧、缺氧和好氧状态下淀粉在城市污水生物处理系统中水相和泥相中吸附和降解的动力学参数,建立了淀粉在厌氧、缺氧、好氧状态下的降解动力学模型,并对模型预测的结果进行了验证.结果表明,Fritz-Schlunder模型可以较好地描述糖类在厌氧、缺氧和好氧污泥上的吸附过程,吸附的大分子糖类迅速水解为低一级的高分子物质和小分子物质;厌氧降解速率系数K厌、缺氧的降解速率系数K缺与好氧的降解速率常数的比值分别为0.40和0.64;所建立的动力学模型能较好的预测出水糖类的浓度(相对误差<10%).  相似文献   

11.
研究了表面流、水平潜流和垂直潜流人工湿地以及地下渗滤系统组合生态工艺对模拟和实际猪场养殖废水的净化效果。结果表明,在进水ρ(COD)=709.2 mg.L-1,ρ(TN)=597.1 mg.L-1,ρ(NH4+-N)=560.4 mg.L-1和ρ(TP)=42.5 mg.L-1的质量浓度条件下组合生态系统对于COD、TN、NH4+-N和TP的去除率分别可以达到87%、95%、97%和95%,其中COD的去除主要在第一级表面流人工湿地,NH4+-N和TN去除主要是在水平潜流和垂直潜流人工湿地,水平潜流和垂直潜流人工湿地对溶解性磷酸盐去除效果明显,地下渗滤起到进一步稳定出水水质的作用。水平潜流和垂直潜流人工湿地的运行结果对比表明,后者对污染物的去除率均高于前者。  相似文献   

12.
肖羽堂  张爱勇  张萌  任玉辉 《生态环境》2007,16(4):1171-1174
首次采用(A1/O1)/(A2/O2)厌氧水解酸化—膜微孔曝气生物接触氧化/缺氧生物接触氧化—膜微孔曝气生物接触氧化塔—混凝沉淀—活性炭过滤—二氧化氯消毒处理工艺集成系统处理含甲醇工业废水。在进水后先设厌氧水解调节池以大幅提高废水可生化性,再用膜微孔曝气生物接触氧化好氧处理去除废水中大部分COD。然后用兼氧细菌接种缺氧处理去除废水中部分COD,并提高废水的可生化性。再用好氧内循环曝气生物塔处理去除废水中剩余的COD。处理工艺系统以生物降解有机物为主,后设配套的活性炭深度处理工艺,以确保整个处理工艺出水满足要求。在原水水质为含甲醇0.03%~5%(质量分数,下同),pH6~10,SS为30~100mg·L-1,CODcr为200~500mg·L-1条件下,处理系统出水达到冷却塔循环用水标准和要求,满足工业循环冷却水的需要。  相似文献   

13.
采用Fenton试剂-硫酸镁对广东某酵母厂经厌氧、好氧、缺氧处理后的酵母废水进行深度处理。实验结果表明:采用Fenton试剂,在初始pH值为9、H2O2用量为5.55g/L、Fe2 加入量为1.41g/L、反应时间为20min的条件下,废水COD去除率达90%;继续采用硫酸镁对上清液进行处理,在调节pH为11~11.5、加入硫酸镁0.25~1.0g/L时,出水COD可降至138.0mg/L,颜色清澈。出水水质可达到《污水综合排放标准》(GB8978—1996)的二级标准。  相似文献   

14.
Lagoon-based municipal wastewater treatment plants (WWTPs) are facing difficulties meeting the needs of rapid population growth as well as the more stringent requirements of discharge permits. Three municipal WWTPs were modified using a high surface area media with upgraded fine-bubble aeration systems. Performance data collected showed very promising results in terms of five-day biochemical oxygen demand (BOD5), ammonia (NH3) and total suspended solids (TSS) removal. Two-year average ammonia effluents were 4.1 mg·L-1 for Columbia WWTP, 4 mg·L-1 for Larchmont WWTP and 2.1 mg·L-1 for Laurelville WWTP, respectively. Two- year average BOD5 effluents were 6.8, 4.9 and 2.7 mg·L-1, and TSS effluents were 15.0, 9.6 and 7.5 mg·L-1. The systems also showed low fecal coliform (FC) levels in their effluents.  相似文献   

15.
Poor biodegradability and insufficient carbon source are discovered from influent. Influent indices presented positively normal distribution or skewed distribution. Average energy consumption of WWTPs in Taihu Basin was as high as 0.458 kWh/m3. Energy consumption increases with the increase in influent volume and COD reduction. The total energy consumption decreases with the NH3-N reduction. The water quality and energy consumption of wastewater treatment plants (WWTPs) in Taihu Basin were evaluated on the basis of the operation data from 204 municipal WWTPs in the basin by using various statistical methods. The influent ammonia nitrogen (NH3-N) and total nitrogen (TN) of WWTPs in Taihu Basin showed normal distribution, whereas chemical oxygen demand (COD), biochemical oxygen demand (BOD5), suspended solid (SS), and total phosphorus (TP) showed positively skewed distribution. The influent BOD5/COD was 0.4%–0.6%, only 39.2% SS/BOD5 exceeded the standard by 36.3%, the average BOD5/TN was 3.82, and the probability of influent BOD5/TP>20 was 82.8%. The average energy consumption of WWTPs in Taihu Basin in 2017 was 0.458 kWh/m3. The specific energy consumption of WWTPs with a daily treatment capacity of more than 5 × 104 m3 in Taihu Basin was stable at 0.33 kWh/m3. A power function relationship was observed between the reduction in COD and NH3-N and the specific energy consumption of pollutant reduction, and the higher the pollutant reduction is, the lower the specific energy consumption of pollutant reduction presents. In addition, a linear relationship existed between the energy consumption of WWTPs and the specific energy consumption of influent volume and pollutant reduction. Therefore, upgrading and operation with less energy consumption of WWTPs is imperative and the suggestions for Taihu WWTPs based on stringent discharge standard are proposed in detail.  相似文献   

16.
利用污水资源生产微藻生物柴油的关键技术及潜力分析   总被引:7,自引:0,他引:7  
胡洪营  李鑫 《生态环境》2010,19(3):739-744
21世纪人类面临着能源与水资源的双重危机与挑战。微藻制备生物柴油和微藻深度脱氮除磷分别是开发新能源和污水深度处理方面的热点研究,但二者的单一系统均存在一定的局限性。基于微藻培养的污水深度处理与生物柴油生产耦合系统可以克服上述单一系统的局限性,在深度处理污水的同时,以污水为资源制备微藻生物柴油。藻种筛选是耦合系统的前提与重点,其筛选原则为在二级出水条件下生长快、氮磷去除效率高和单位藻细胞油脂含量高。合适的藻细胞分离收获及油脂提取技术能够降低能耗;而油渣厌氧发酵可充分回收其中的能量,同时减少油渣对环境造成的不利影响。根据耦合系统的工艺特点,每年全国利用该耦合工艺以生活污水为原料生产微藻生物柴油的潜力约397万t。  相似文献   

17.
China has been the forerunner of large-scale membrane bioreactor (MBR) application. Since the first large-scale MBR (≥ 10 000 m^3·d^-1) was put into operation in 2006, the engineering implementation of MBR in China has attained tremendous development. This paper outlines the commercial application of MBR since 2006 and provides a variety of engineering statistical data, covering the fields of municipal wastewater, industrial wastewater, and polluted surface water treatment. The total treatment capacity of MBRs reached 1× 10^6 m^3·d^-1 in 2010, and has currently exceeded 4.5 × 10^6 m^3·d^-1 with -75% of which pertaining to municipal wastewater treatment. The anaerobic/anoxic/aerobie-MBR and its derivative processes have been the most popular in the large-scale municipal application, with the process features and typical ranges of parameters also presented in this paper. For the treatment of various types of industrial wastewater, the configurations of the MBR-based processes are delineated with representative engineering cases. In view of the significance of the cost issue, statistics of capital and operating costs are also provided, including cost structure and energy composition. With continuous stimulation from the environmental stress, political propulsion, and market demand in China, the total treatment capacity is expected to reach 7.5 × 10^6 m^3·d^-1 by 2015 and a further expansion of the market is foreseeable in the next five years. However, MBR application is facing several challenges, such as the relatively high energy consumption. Judging MBR features and seeking suitable application areas should be of importance for the long-term development of this technology.  相似文献   

18.
流化床三维电极电催化氧化深度处理焦化废水   总被引:1,自引:0,他引:1  
研究了以焦粒为粒子电极的流化床三维电极反应器对二级生化处理后的焦化废水进行深度处理。结果表明:采用以焦粒为粒子电极的流化床三维电极反应器能有效降解废水中的有机物,COD去除率依赖于粒子投加量、电流密度、电导率、pH值、曝气量等操作参数的影响。在电导率(以S计)为7.1 m.cm-1,曝气量为160 L.h-1,电流密度(以A计)为48 m.cm-2,pH值为5.0,投加量30 g.L-1时,电解30 min,COD的去除率超过60%,表明流化床三维电极反应器在焦化废水深度处理中有很好工程应用前景。  相似文献   

19.
The wastewater from industrial area was treated by EC via Fe and Al electrodes. Cu, Ni, Cr and Zn were highly removed at the first minutes, simultaneously. Pseudo-2nd-order was found to be more suitable for kinetics. Adsorption capacities based on kinetic modeling were observed as Cr>Cu>Ni>Zn. The chemical cost in the case of pH adjustment after EC was less as 3.83 $/m3. It is known that wastewater produced by the metal-plating industry contains several heavy metals, which are acidic in nature and therefore toxic for the environment and for living creatures. In particular, heavy metals enter the food chain and accumulate in vital organs and cause serious illness. The precipitation of these metals is mostly achieved by pH adjustment, but as an alternative to this method, the electrocoagulation process has investigated in this study using iron and aluminum electrodes. The effects of the pH adjustment on removal before and after the electrocoagulation process were investigated, and cost analyses were also compared. It was observed that a high proportion of removal was obtained during the first minutes of the electrocoagulation process; thus, the current density did not have a great effect. In addition, the pH adjustment after the electrocoagulation process using iron electrodes, which are 10% more effective than aluminum electrodes, was found to be much more efficient than before the electrocoagulation process. In the process where kinetic modeling was applied, it was observed that the heavy metal removal mechanism was not solely due to the collapse of heavy metals at high pH values, and with this modeling, it was seen that this mechanism involved adsorption by iron and aluminum hydroxides formed during the electrocoagulation process. When comparing the ability of heavy metals to be adsorbed, the sequence was observed to be Cr>Cu>Ni>Zn, respectively.  相似文献   

20.
以活性炭和焦化废水为例,将吸附废水尾水的粉末活性炭(PAC)分离,再吸附原水,从吸附过程和投加量考察COD的去除,运用GC/MS对吸附过程的微观组分进行解析,再进行燃烧热值测定.研究结果表明,针对尾水选择合适粉末活性炭,少量投加即可使出水COD达标排放;吸附尾水时主要去除生物系统难以降解的有机组分,再吸附原水时,对酚类物质、氮杂环化合物以及多环芳烃类都具有显著的效果,表现出非选择性,吸附过程完全受控于高浓度组分;单位废水可提供的热值Qw=(45.990±3.521)×Cm,吸附原水有机物的活性炭,其燃烧热值有显著提高,增量ΔQ由ΔQ=(45.990±3.521)×(Cm-Ce)×V决定.针对高浓度难降解的工业有机废水,上述工艺通过能源回收的方式可实现工程造价与运行费用的显著降低.  相似文献   

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