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1.
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   

2.
在城市污水处理厂汇水区实行污染源总量控制,应该避免与城市污水处理厂重复治理.针对这个问题,提出难降解有机物控制的多目标准则指标,建立了多目标优化模型.  相似文献   

3.
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   

4.
利用凝胶过滤色谱法对某城市污水处理系统(缺氧/好氧,A/O活性污泥法)中有机物的分子量在水相和胞外聚合物(EPS)中的分布及其变化进行研究.结果表明:污水处理过程中分子量的分布沿程变窄,对分布在各段分子量之间的有机物都有大幅度的去除;缺氧池和好氧池的EPS中都有14%的物质分子量大于1000万,而水相中各类物质的分子量均小于200万,说明该类大分子的EPS并非因吸附而成.  相似文献   

5.
我国城市污水厂延伸污泥处理与处置责任   总被引:3,自引:0,他引:3  
探讨延伸城市污水处理厂的职能,使污泥的"生产者"承担起污泥处理和处置的环境责任,激励其全面关注进水有机物的最终无害化,将污泥处理以及最终处置(如土地填埋、焚烧或资源化等)的工程造价、运行费用以及相应的环境影响均纳入城市污水处理厂进行考虑,这样将对城市污水厂的环境管理观念带来革命性的变化。  相似文献   

6.
全氟辛烷羧酸(perfluorooctanoic acid,PFOA)和全氟辛烷磺酸(perfluorooctyl sulfonate,PFOS)等长链全氟化合物(perfluorinated compounds,PFCs)具有持久性、生物累积性和毒性,近年来发现一些短链PFCs具有相对较短的半衰期,可以成为PFOA和PFOS的替代品,这些物质包括C4和C6结构的PFCs,如全氟丁烷羧酸(perfluorobutanoic acid,PFBA)、全氟己烷羧酸(perfluorohexanoic acid,PFHx A)、全氟丁烷磺酸(perfluorobutyl sulfonate,PFBS)和全氟己烷磺酸(perfluorohexyl sulfonate,PFHx S)。为解析我国城市污水厂短链PFCs污染水平和地域分布特征,本研究调查了我国不同地区17座城市污水处理厂的进水、二沉出水和污泥中4种短链PFCs的分布和浓度水平。结果表明4种短链PFCs、PFOA和PFOS在17座污水厂进水中检出率均为100%(6种目标物单体浓度范围:0.19~274.72 ng·L-1);污泥中PFOS和PFOA检出率为100%(PFOS:2.08~72.31 ng·g-1,PFOA:1.03~24.81 ng·g-1),PFBA、PFHx A检出率为100%(0.60~3.33 ng·g-1),PFBS和PFHx S的检出率分别为42.11%和63.16%。在污水厂进水中,将PFOA和PFOS与其同类的短链PFCs浓度进行比较,发现短链PFCs分别相对于PFOA和PFOS的比例最高可达93.47%和94.57%。4种短链PFCs、PFOA和PFOS的地域分布差异明显,总浓度呈现出华东、华南地区高于西北、东北、华北地区的趋势,其中华东地区调查的污水处理厂浓度最高。污水厂4种短链替代物主要通过污水排放,不同污水厂的日排放总量(污泥和出水)为0.25~273.07 g·d-1,万吨水排放量范围为0.04~1.37 g。研究将为我国全氟化合物替代物污染和控制提供数据基础和科学依据。  相似文献   

7.
水产品中三种硝基咪唑类药物残留量的测定   总被引:1,自引:0,他引:1  
硝基咪唑类药物是一类具有5-硝基咪唑环结构的药物,包括甲硝唑(Metronidazole,MTZ)、二甲硝唑(Dimetridazole,DMZ)和洛哒硝唑(Ronidazole,RNZ)等.对MTZ,DMZ和RNZ在水产品、畜产品中残留的检测方法国内外均有报道,液相色谱法和气相色谱法不能满足欧盟2002/657/EC决议的要求,气质联用法的样品前处理过程复杂,需进行衍生化处理.液质联用法可有效减少背景干扰,提高灵敏度,将是硝基咪唑类药物残留检测的首选方法.  相似文献   

8.
纯氧曝气在城市污水处理中的经济性比较   总被引:3,自引:0,他引:3  
就城市污水处理工艺中鼓风曝气系统和纯氧(或富氧)曝气系统,从原理、技术性指标等方面进行了分析和比较,显然纯氧曝气系统比鼓风曝气系统具有一定的优越性。在城市污水处理厂老厂改造和新厂建设中采用纯氧曝气法具有良好的前景。  相似文献   

9.
典型抗生素类药物在珠江三角洲水体中的污染特征   总被引:39,自引:0,他引:39  
采用固相萃取、液相色谱/串联质谱法调查了9种典型抗生素类药物在珠江三角洲重要水体(珠江、维多利亚港、深圳河与深圳湾)中的污染特征。结果显示,珠江广州河段(枯季)和深圳河抗生素药物污染严重,最高含量达1340ng·L-1,河水中大部分抗生素含量明显高于美国、欧洲等发达国家河流中药物含量,红霉素(脱水)、磺胺甲噁唑等与国外污水中含量水平相当甚至更高。受深圳河污染的影响,深圳湾不同区域水体在一定程度上也受到抗生素药物污染,含量在10~100ng·L-1水平。维多利亚港水体中,只有较低含量的喹诺酮和大环内酯类抗生素有检出。深圳湾和维多利亚港周边水产养殖废水的排放成为水体中抗生素污染的重要来源之一。  相似文献   

10.
田哲  张昱  杨敏 《环境化学》2014,(12):2027-2037
抗性基因作为一类严重威胁人类健康和生命安全的新型环境污染物,近年来引起了广泛的关注.四环素类抗性基因是环境和临床上研究得最多的一大类抗性基因,目前已报道的相关基因共有44种,包含泵出、核糖体保护和酶修饰3种主要机制.相对于前两种机制,酶修饰机制关注得不多.tet(X)是唯一一种研究较为透彻的酶修饰基因,它编码的蛋白可化学修饰和降解四环素,广泛存在于各种环境介质中,对临床耐药性的发展具有一定的贡献.本文综述了tet(X)基因的研究进展,指出有必要重新认识tet(X)对环境中四环素类生物降解的贡献及其对于细菌四环素耐药性发展的重要性,并对tet(X)的未来研究方向进行了展望.  相似文献   

11.
城市污水厂氨气的来源及排放因子研究   总被引:5,自引:0,他引:5  
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.  相似文献   

12.
Stereoisomeric compositions can provide insights into sources, fate, and ecological risks of contaminants in the environment. In this study, stereoisomeric profiles of ibuprofen and iopromide were investigated in wastewater and receiving surface water of the Pearl River Delta, south China. The enantiomeric fraction (EF) of ibuprofen was 0.108–0.188 and 0.480, whereas the isomer ratio (IR) of iopromide was 1.426–1.673 and 1.737–1.898 in the influent and final effluent, respectively, suggesting stereoselective degradation occurred for both pharmaceuticals during wastewater treatment. Ibuprofen showed enantioselective degradation in the anaerobic, anoxic, and aerobic conditions, whereas iopromide displayed isomer-selective degradation only under the aerobic condition. In the river waters, the EF of ibuprofen was 0.130–0.327 and the IR of iopromide was 1.500–2.531. The results suggested that pharmaceuticals in the mainstream Pearl River were mainly from discharge of treated wastewater, whereas in the tributary rivers and urban canals, direct discharge of untreated wastewater represented a significant contribution. The IR of iopromide can be an applicable and efficient tracer for wastewater discharge in the environment.  相似文献   

13.
● 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   

14.
城市污水处理脱磷滤料的研究   总被引:1,自引:0,他引:1  
生物法除磷投资省、成本低,但稳定性较差,当废水中磷酸盐浓度较高时,出水很难达标排放.化学法除磷工艺简单,运行可靠,能达标排放,但运行费用高,产生大量污泥,导致二次污染.文章进行了第三种除磷方法即滤料除磷的研究,并探讨了污水pH及水力停留时间对滤料除磷效果的影响.试验结果表明:煤渣和改性煤渣滤料对城市污水总磷的去除率可以达到54%和71%,但处理后的出水不能达标排放;碳酸钙滤料对城市污水总磷的去除率可以达到83%,能达标排放,但处理效果与城市污水pH值密切相关.城市污水pH值在8~9的范围,出水不能达标排放;pH值在5~8的范围,处理后的出水则可以达标排放,而且污水pH越低,总磷的去除率越高,其最佳水力停留时间为10 min.该方法具有处理效果好、处理成本低、无污染、投资省、占地面积小的特点.  相似文献   

15.
城市污水处理厂污泥处理处置的政策分析   总被引:8,自引:0,他引:8  
岑超平  张德见  韩琪 《生态环境》2005,14(5):803-806
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。  相似文献   

16.
China has been experiencing fast economic development in recent decades at the cost of serious environmental deterioration. Wastewater discharge, especially municipal wastewater discharge, and non-point pollution sources are becoming the major water pollution source and research focus. Great efforts have been made on water pollution control and a number of renovated technologies and processes for municipal wastewater treatment and reclamation as well as non-point pollution control have been developed and applied in China. This paper discusses the development and application of the appropriate technologies, including natural treatment systems, anaerobic biological treatment, biofilm reactors and wastewater reclamation technologies, for water pollution control in the country.  相似文献   

17.
Pharmaceutically active compounds in wastewater released from human consumption have received considerable attention because of their possible risks for aquatic environments. In this study, the occurrence and removal of 10 pharmaceuticals in three municipal wastewater treatment plants in southern China were investigated and the environmental risks they posed were assessed. Nifedipine, atenolol, metoprolol, valsartan and pravastatin were detected in the influent wastewater. The highest average concentration in the influents was observed for metoprolol (164.6 ng/L), followed by valsartan (120.3 ng/L) in August, while median concentrations were higher in November than in August. The total average daily mass loadings of the pharmaceuticals in the three plants were 289.52 mg/d/person, 430.46 mg/d/person and 368.67 mg/d/person, respectively. Elimination in the treatment plants studied was incomplete, with metoprolol levels increasing during biological treatment. Biological treatment was the most effective step for PhACs removal in all of the plants studied. Moreover, the removal of PhACs was observed with higher efficiencies in August than in November. The WWTP equipped with an Unitank process exhibited similar removals of most PhACs as other WWTPs equipped with an anoxic/oxic (A/O) process or various anaerobic-anoxic-oxic (A2/O) process. The environmental risk assessment concluded that all of the single PhAC in the effluents displayed a low risk (RQ<0.1) to the aquatic environments.
  相似文献   

18.
The prediction of the influent load is of great importance for the improvement of the control system to a large wastewater treatment plant. A systematic data analysis method is presented in this paper in order to estimate and predict the periodicity of the influent flow rate and ammonia (NH3) concentrations: 1) data filtering using wavelet decomposition and reconstruction; 2) typical cycle identification using power spectrum density analysis; 3) fitting and prediction model establishment based on an autoregressive model. To give meaningful information for feedforward control systems, predictions in different time scales are tested to compare the corresponding predicting accuracy. Considering the influence of the rainfalls, a linear fitting model is derived to estimate the relationship between flow rate trend and rain events. Measurements used to support coefficient fitting and model testing are acquired from two municipal wastewater treatment plants in China. The results show that 1) for both of the two plants, the periodicity affects the flow rate and NH3 concentrations in different cycles (especially cycles longer than 1 day); 2) when the flow rate and NH3 concentrations present an obvious periodicity, the decreasing of prediction accuracy is not distinct with increasing of the prediction time scales; 3) the periodicity influence is larger than rainfalls; 4) the rainfalls will make the periodicity of flow rate less obvious in intensive rainy periods.  相似文献   

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