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催化铁与生物法耦合除磷工艺特性 总被引:1,自引:0,他引:1
为了研究催化铁与生物耦合后对生物除磷特性的影响,实验采用人工配水用厌氧/好氧间歇流式富集培养聚磷微生物。对比发现,催化铁与生物耦合组中厌氧末段ORP降低了约60mV,pH值小幅度的上升(≤0.3),整个培养过程中铁离子的浓度开始快速增加,之后趋于稳定(约40mgFe/gMLSS)。对好氧末段污泥SVI值比较发现,耦合工艺污泥沉降性能得到改善。除磷曲线比较发现,耦合组中厌氧末段磷的释放量下降,而好氧阶段磷的吸收速率增加;胞内聚合物提取表明,耦合组厌氧末段聚磷菌细胞内PHA含量有提高,好氧末段糖原含量有下降。磷形态提取分析表明,耦合组好氧末段污泥中无机态PO3 4-- P含量更高。低浓度铁离子可以起到与生物耦合同步除磷的目的,本工艺长期运行未发现耦合体系中催化铁对除磷的抑制作用。 相似文献
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《环境工程学报》2016,(2)
研究证明,将催化铁添加至传统生物除磷工艺的厌氧段,可使得生物除磷和化学除磷两者作用耦合。为了研究工艺中生物除磷与化学除磷的关系,采用不同催化铁投配率分别为0、1和2 g Fe/(mg P·d)的3组反应器进行实验。结果表明,催化铁投配率为1 g Fe/(mg P·d)时,系统的除磷效率最佳,去除率在90%以上,生物除磷与化学除磷耦合作用好;负荷为2 g Fe/(mg P·d)时,系统在未达到稳定之前即发生恶化,生物除磷作用受到抑制。铁化合物的积累量过多是系统出现恶化的主要原因:在污泥中铁含量小于30 mg Fe/g MLSS时,生物除磷作用与化学除磷作用两者协同,除磷效率提高;当污泥中铁含量超过52.8 mg Fe/g MLSS时,出现竞争,生物除磷作用受到抑制;通过排泥,降低污泥中铁含量,则除磷功能可以得到恢复。 相似文献
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污泥回流分离工艺(RSSP)除磷脱氮试验研究 总被引:1,自引:1,他引:0
介绍了一种新型的脱氮除磷工艺——回流污泥分离工艺(return sludge separate process),及其运行情况。该工艺在传统的厌氧缺氧好氧(A2/O)的模式下,针对硝酸盐对厌氧释磷的抑制问题进行改进,提出回流污泥的气浮浓缩分离方案,以提高系统的脱氮除磷效果。研究结果表明,在进水COD为250~400 mg/L,NH+4-N为30~45 mg/L,PO3-4-P为8~10 mg/L左右时,该工艺对NH+4-N和PO3-4-P的去除率分别可达79.3%和95%。该系统与A2/O的平行比较数据表明,该系统能够提高氮磷综合处理效率,解决A2/O处理工艺中存在无效释磷和硝酸根抑制问题。 相似文献
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为了有效地控制铅污染,利用序批式反应器(sequencing batch reactor,SBR)培养的以醋酸钠为碳源的好氧颗粒污泥作为吸附剂,进行生物吸附含铅废水的效能和机理的研究。通过考察酸度、接触时间和Pb2+初始浓度等因素的影响,验证好氧颗粒污泥吸附模型,并利用不同的脱附剂,进一步解析其生物吸附的Pb2+。实验结果表明, 酸度是影响好氧颗粒污泥生物吸附Pb2+的关键因素,当初始pH为5时,好氧颗粒污泥对含铅废水生物吸附效果最好。对低浓度(0~20 mg/L)含铅废水, 10 min后可快速达到吸附平衡。好氧颗粒污泥对Pb2+的实测饱和吸附量为101.97±9.00 mg/g,符合朗缪尔(Langmuir)模型。好氧颗粒污泥生物吸附Pb2+的过程,伴随着pH值的升高和K+、 Ca2+、 Mg2+的释放,此现象揭示离子交换作用是好氧颗粒污泥生物吸附Pb2+的机理之一。此外,脱附剂HNO3、EDTA和CaCl2能实现Pb2+的回收和好氧颗粒污泥的重复利用。 相似文献
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金属铁铝对混凝强化初沉污泥中温厌氧消化的影响简 总被引:1,自引:0,他引:1
选取FeCl3和AlCl3·6H2O作为混凝剂对城市污水进行一级强化混凝处理,降低二级生物处理的进水负荷,减少污水生物处理系统的能量消耗。主要研究混凝过程投加的金属盐对一级强化混凝产生的初沉污泥中温厌氧消化的影响。和剩余污泥相比,初沉污泥更适合厌氧消化处理,污泥降解性能和产气性能更高。当采用城市污水一级强化混凝处理时,污泥中的金属和金属盐水解引起的pH降低,使混凝强化初沉污泥的厌氧消化受到一定抑制。随着污泥中铝含量的降低和铁含量的增加,厌氧消化的COD降解率和挥发性固体(VS)降解率逐渐升高,生物气产量逐渐增大,产气速率加快。当混凝强化初沉污泥只含有铁时(铁含量为10.16 mg/L),混凝强化初沉污泥厌氧消化效果最好,产气稳定,而且产气速率高,生物气产量为237 mL,生物气甲烷含量为55.5%,降解单位VS产气量为0.80 L/g,均高于其他含铝的混凝强化初沉污泥。污泥中的铁对初沉污泥厌氧消化的抑制作用远远小于铝的作用,说明铁盐适合用于城市污水的一级强化混凝处理。 相似文献
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反硝化除磷颗粒污泥培养方式的对比实验研究 总被引:1,自引:0,他引:1
采用两完全相同的气升式间歇反应器(SBAR)进行反硝化除磷颗粒污泥培养方式的对比实验研究。R1始终以厌氧/好氧/缺氧(A/O/A)模式运行,在颗粒化的同时富集反硝化除磷菌(DPAOs);R2以厌氧/好氧(A/O)模式培养颗粒,待颗粒形成后加入缺氧段,形成A/O/A模式,强化富集DPAOs。结果表明,R2中颗粒化时间较短,但所形成颗粒的沉降速率和比重分别为30.4 m/h和1.022 g/cm3,低于R1培养颗粒的35.9 m/h和1.061 g/cm3;R1中颗粒对于COD、NH+4-N、TN和TP的平均去除率分别是86%、98%、82%和91%,高于R2中的86%、99%、74%和66%;反应器运行至183 d时,DPAOs所占比例分别为44.7%和20.9%。 相似文献
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改良型A2/O-MBR工艺的反硝化除磷性能研究简 总被引:2,自引:0,他引:2
重点考察了一种改良型膜生物反应器(A2/O-MBR)的脱氮除磷性能。该工艺主要特点在于对膜池硝化回流液进行了固液分离,并将上清液和浓缩污泥分别回流至缺氧池和厌氧池,这种改进提高了系统对氮、磷的同步去除效率。实验结果表明,在水力停留时间(HRT)为12 h,污泥龄(SRT)为30 d,混合液回流比为200%的运行条件下,进水COD、NH4+-N、TN和TP平均浓度分别为(225±38)、(24.8±3.9)、(26.7±2.9)和(2.90±0.53)mg/L时,增加膜池硝化回流液固液分离装置前后,系统对COD和NH4+-N的去除都维持在较高水平,而系统对TN和TP的去除效果显著提高,出水TN和TP平均浓度分别由(14.9±3.3)mg/L和(1.95±0.72)mg/L下降到(9.4± 1.9)mg/L和(0.91±0.38)mg/L,表明增加膜池硝化回流液固液分离装置显著改善了A2/O-MBR系统的脱氮除磷效果。反硝化除磷活性实验结果进一步表明,改进后系统中反硝化除磷活性占总除磷活性的比例由51.5%上升至61.7%,说明增加膜池硝化回流液固液分离装置强化了系统的反硝化除磷性能。 相似文献
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Árpád Ambrus 《Journal of environmental science and health. Part. B》2013,48(3):435-442
Abstract A computer model was used to take random samples from primary sample populations obtained from field trials to simulate the uncertainty of sampling for residue analysis of plant commodities and soil. The results indicate about 40%, 30% and 20% relative uncertainty when random samples of size 5, 10 and 25 are taken respectively, from a single lot. Therefore the sample size should be the same for establishing and enforcing legal limits. 相似文献
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介绍了电解法生产次氯酸钠的原理 ,并在原有生产工艺的基础上进行了重新设计和对设备的重新选择、改造 ,得出了各个工艺参数的最佳值 ,生产出高品质的次氯酸钠 相似文献
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不同泥源对厌氧氨氧化反应器启动的影响 总被引:2,自引:1,他引:1
采用2套上流式生物膜反应器,分别接种少量厌氧氨氧化污泥和大量硝化污泥,考察其对厌氧氨氧化反应器启动的影响。污泥接种入反应器后,测得接种厌氧氨氧化污泥的反应器(R1)内MLSS为0.22 g/L,另一个反应器(R2)MLSS为2.7 g/L。与直接接种厌氧氨氧化污泥相比,R1经过72 d的运行才显现出厌氧氨氧化特性。经过114 d的培养,前者氮去除速率由0.23 kg/(m3.d)提升到5.29 kg/(m3.d),总氮去除率大于89%;R2的氮去除速率由0.01 kg/(m3.d)提升到1.1 kg/(m3.d),总氮去除率大于84.6%。说明普通污泥启动需要一个较长的筛选过程,直接接种少量的厌氧氨氧化污泥比接种普通的污泥能够更快启动厌氧氨氧化反应器。 相似文献
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Janusz A. Pudykiewicz Anna S. Koziol 《Atmospheric environment (Oxford, England : 1994)》1998,32(24):5541
The most common technique used for numerical simulations of tracer mixing is that of the numerical solution of the advection–diffusion equation with the unresolved fluxes parameterized using the similarity theory. Despite correct predictions of the overall directions of transport, models based on a numerical solution of the advection–diffusion equation lack sufficient accuracy to correctly reproduce the coupling of mixing with small scale processes which are sensitive to the microstructure of the tracer distribution. The objective of this paper is to revisit the basic formalism employed in numerical models used to investigate atmospheric tracers. The main mathematical method proposed here is the theory of kinematics of mixing which could be applied effectively for simulations of atmospheric transport processes. At the beginning of the paper, we introduce simple mathematical transformations in order to demonstrate how complex topological structures are created by mixing processes. These idealistic flow systems are essential to explain transport properties of much more complex three-dimensional geophysical flows. An example of the application of the kinematics of mixing to the analysis of tracer transport on a planetary scale is presented in the following sections. The complex filamentary structures simulated in the numerical experiment are evaluated using some commonly applied statistical measures in order to compare the results with the data published in the literature. The results of the experiment are also analysed with the help of simple conceptual models of fluid filaments. The microstructure of the tracer distribution introduced in the paper is essential to increase our understanding of atmospheric transport and to develop more realistic parameterizations of small-scale mixing. The presented results could also be used to improve calculations of the coupling between microphysical processes and tracer mixing. 相似文献
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造纸废水混凝处理中SFT助凝替代性研究 总被引:1,自引:0,他引:1
中小造纸厂废水处理常用PAC作混凝剂 ,PAM作助凝剂。由于PAM成本很高 ,影响了处理设备的投运率。用超细滑石粉 (SFT)替代PAM助凝 ,与混凝剂PAC配合 ,其混凝处理效果基本相当 ,但是处理成本降低 0 .10元 /m3 。由于SFT属环境无害材料 ,不会给排泥带来二次污染 相似文献
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活性炭三维电极法对印染废水的处理研究 总被引:4,自引:0,他引:4
对三维电极方法处理印染废水进行了实验研究,初步探讨了活性炭三维电极法处理印染废水的机理,对影响处理效果的各种要素,如反应时间、槽电压和pH值等进行了条件实验,得出了活性炭三维电极法处理印染废水的最佳运行条件为:停留时间120-180 min,槽电压25~30 V,进水pH值6.5~7.5。结果表明,该反应器能有效地降低废水色度,有较高的COD去除效率,并能提高印染废水的可生化性。 相似文献
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以松木木屑为原料,在自制的小型流化床上,开展了生物质热裂解温度、生物质粒径和进料速率对生物油产率的影响实验研究.结果表明,在热裂解温度分别为450、475、500、525和550℃条件下,当热裂解温度为500℃时,生物油产率最高,平均产率达到53.33%(质量百分比).反应温度越高,炭产量越低,不可冷凝气体产量越高,气体发热值越高;粒径<1 mm的生物质其粒径对生物油产率影响不大;生物质进料速率增加时,生物油产率增加.本研究为生物能的利用提供了新的途径. 相似文献
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Evaluation of the presence of drugs of abuse in tap waters 总被引:1,自引:0,他引:1
A total of seventy samples of drinking water were tested for non-controlled and illicit drugs. Of these, 43 were from Spanish cities, 15 from seven other European countries, three from Japan and nine from seven different Latin American countries. The most frequently detected compounds were caffeine, nicotine, cotinine, cocaine and its metabolite benzoylecgonine, methadone and its metabolite EDDP. The mean concentrations of non-controlled drugs were: for caffeine 50 and 19 ng L−1, in Spanish and worldwide drinking water respectively and for nicotine 13 and 19 ng L−1. Illicit drugs were sparsely present and usually at ultratrace level (<1 ng L−1). For example, cocaine has mean values of 0.4 (Spain) and 0.3 ng L−1 (worldwide), whereas for benzoylecgonine, these mean values were 0.4 and 1.8 ng L−1, respectively. Higher concentrations of benzoylecgonine were found in Latin American samples (up to 15 ng L−1). No opiates were identified in any sample but the presence of methadone and EDDP was frequently detected. Total mean values for EDDP were 0.4 ng L−1 (Spain) and 0.3 ng L−1 (worldwide). Very few samples tested positive for amphetamines, in line with the reactivity of chlorine with these compounds. No cannabinoids, LSD, ketamine, fentanyl and PCP were detected. 相似文献