污水生物脱氮除磷新工艺的研究

传统的生物脱氮除磷技术效率低下,导致氮、磷去除率不迭标,是造成水体的富营养化的主要原因.概述了传统生物脱氮除磷原理,分析了传统生物脱氮除磷工艺的不足,并介绍了反硝化除磷、同时硝化反硝化、短程硝化反硝化、厌氧氨氧化等几种生物脱氮除磷新技术的原理与典型工艺.最后对生物脱氮除磷技术的发展趋势进行了展望,指出经济、高效、低能耗...     

两级SBR工艺除磷脱氮自动控制实验研究

为了解决混合生长系统在除磷和脱氮过程中的矛盾,采用两级SBR反应器实现磷和氮的同时去除。实验证明,根据pH、ORP和DO在除磷级和脱氮级阶段性的变化规律,利用自动控制技术,可以分别对两级反应实现自动控制。     

三种人工湿地脱氮除磷效果比较研究

对沸石潜流湿地、砾石潜流湿地和自由表面流人工湿地脱氮除磷性能进行了中试对比试验研究,结果表明在相同进水水质和水力停留时间为1 d的运行条件下,沸石潜流湿地脱氮效果最佳,总氮去除率接近60%;砾石潜流湿地除磷效果最佳,总磷去除率可达70%;自由表面流人工湿地脱氮除磷效果介于沸石和砾石潜流湿地之间.探讨了三种人工湿地脱氮除磷机理方面的差别,并对其进行了经济性、运行方式等方面的比较.     

电解脱氮除磷技术在海产养殖废水治理中的研究

海产养殖迅速发展造成水域富营养化、赤潮频发,海产养殖废水污染的治理迫在眉睫。为解决此问题将电解脱氮除磷技术应用在海产养殖废水处理中,并探讨电压、pH、极板间距和电解时间对脱氮除磷去除率的影响。结果表明:脱氮除磷的去除率与电压成正相关,与极板间距成负相关。在电压为30V,极板间距10cm,pH为7时,NH_4~+-N、NO_3~--N和TP的去除率达到最大分别为72%、90%、85%。     

十红滩铀矿床中微生物种类多样性及生态分布规律的研究

利用生物学方法对新疆十红滩砂岩型铀矿各亚带矿石中参与C、N、S、Fe、O等元素循环的主要微生物菌群进行了研究.结果表明:在铀矿床中赋存着硫酸盐还原菌(SRB)、铁细菌(IB)、硫杆菌、硝化细菌、亚硝化细菌、反硝化细菌、芽孢菌等各类细菌.其中sRB种类较多,主要为脱硫弧菌属、脱硫肠状菌属、脱磺单胞菌属、脱硫杆菌性等.IB主要为鞘铁菌属、球衣菌属、瑙曼氏菌属和赭菌属.硫杆菌包括氧化硫硫杆菌、氧化亚铁硫杆菌、排硫硫杆菌、脱氮硫杆菌.硝化细菌主要为硝化杆菌属.亚硝化细菌主要为亚硝化单孢菌属.异养反硝化细菌为施氏假单胞菌和类鼻疽假单胞菌,自养反硝化细菌为脱氮硫杆菌.芽孢杆菌包括巨大芽孢杆菌、蜡状芽孢杆菌、侧孢芽孢杆菌、蜂房芽孢杆菌、球形芽孢杆菌.实验证明:各类细菌的种类和数量在铀矿床的空间分布上存在着一定的规律性对铀矿床的地球化学分带性具有一定的指示作用.     

地下水硝酸盐氮同位素分析最新方法——细菌反硝化法

细菌反硝化法是目前地下水中硝酸盐氮同位素分析的最新方法，包括反硝化菌的选取与培养、反硝化菌将硝酸盐完全转化成N2O气体、N2O气体的提取与纯化、N2O气体氮同位素测定。与传统方法相比，细菌反硝化法可分析低浓度微量水中硝酸盐氮同位素，且更为快捷可靠。     

r-IPTra与r-IPTV在淡水沉积物脱氮速率研究中的对比分析

正确评估淡水环境中沉积物脱氮效应对理解淡水系统氮循环过程具有重要的科学意义,修正~(15)N同位素配对技术(revised ~(15)N isotope pairing techniques,r-IPT)可同时评估沉积物柱样中反硝化与厌氧氨氧化速率及其脱氮贡献。本文利用流动柱样培养实验,首次在淡水系统中对比了利用泥浆实验提供参数的r-IPT_(ra)与由柱样培养实验本身提供参数的r-IPT_V计算沉积物脱氮速率的差异性,并评估了秋季太湖不同沉积环境脱氮速率。研究表明:(1)泥浆实验结果表明,太湖梅梁湾与胥湖沉积物中均存在反硝化与厌氧氨氧化作用。(2)r-IPT方法的基本假设在研究区域均成立。其中,r-IPT_V得到的两湖区沉积物原位脱氮速率均与添加15NO-3浓度无关,表明r-IPT_V对沉积物脱氮速率评估具有更好的计算精度。(3)r-IPT_V计算结果表明,梅梁湾与胥湖沉积物反硝化、厌氧氨氧化、脱氮速率分别为3.09、1.47、4.56μmol/(m2·h)与0.69、0.02、0.71μmol/(m~2·h),厌氧氨氧化对两湖区沉积物脱氮贡献率(ra)分别为32.2%与3.3%。(4)对比r-IPT_(ra)与r-IPT_V在两个湖区的计算结果,当ra较低时(3.3%),r-IPT_(ra)与r-IPT_V计算的沉积物脱氮速率及厌氧氨氧化速率接近;而当ra较高时(32.2%),r-IPT_(ra)显著高估沉积物脱氮速率,低估厌氧氨氧化贡献率。     

亚硝酸根作为电子受体的反硝化吸磷特性

为了考察聚磷污泥以NO2-为电子受体的反硝化吸磷特性,通过静态烧杯试验,研究了不同NO2-浓度聚磷污泥的反硝化同时吸磷能力及动力学。实验结果表明:NO2-质量浓度在31.25 mg/L以下时,反硝化聚磷菌可以利用NO2-为电子受体完成反硝化吸磷;在高于37.50 mg/L时,NO2-对缺氧吸磷有明显的抑制作用。但是反硝化聚磷菌经过驯化之后,即使NO2-质量浓度达到很高(75.00 mg/L),仍然可以利用NO2-作为电子受体完成反硝化吸磷,而没有发现抑制吸磷的现象,而且NO2-的浓度对吸磷速率没有明显影响。以NO2-为电子受体平均吸磷速率为3.16 mg P/(gMLVSS.h),平均反硝化速率为5.14mg NO2--N/(gMLVSS.h),吸磷速率小于以氧和NO3-为电子受体时的速率。     

土壤包气带强化反应层脱氮的控制因素与性能研究

包气带作为防止地下水硝酸盐污染的天然屏障,其反硝化效果通常受到碳源的限制。针对地下水硝酸盐污染防治技术现状,本文采用Ca(OH)₂处理的玉米芯作为反硝化的碳源材料,构建包气带强化反应层,用响应曲面法研究硝酸盐浓度、含水量和温度的交互作用对脱氮性能影响,并用硝态氮去除率、亚硝态氮累积、pH值变化以及溶解性有机碳(dissolved organic carbon, DOC)淋失通量综合评价脱氮性能,最后采用高通量测序揭示脱氮层中微生物变化。研究结果表明:温度、含水量以及温度和含水量交互作用对硝态氮去除率影响显著,其中温度是反硝化过程中最关键的因素;系统运行74天后,硝态氮去除率达到50%,亚硝态氮累积量(以N计)大多低于3 mg/L,pH值维持在7.0左右,DOC淋失通量(以C计)介于0.10.2 mg/(cm²·d);高通量测序发现,脱氮层中微生物的丰富度降低,而与反硝化和碳分解有关的微生物相对丰度提高,在碳源的刺激下微生物向有利于脱氮的方向演变。     

新型SBR工艺处理生活废水的研究

新型SBR工艺是在传统SBR反应器中加一隔板,将反应器从空间上分成上下两个区域,上面是好氧区,下面为缺氧厌氧区。实验通过水力停留时间和上下区域体积比对脱氮除磷效果影响的研究,确定该工艺的最佳运行工况和反应器内挡板位置;同时与传统SBR工艺进行对比实验研究。结果表明,进水60 m in,曝气240 m in,沉淀30 m in,排水15 m in,闲置15 m in;上下区域体积比为1∶1时脱氮除磷效果最佳,TN和TP去除率达到88.7%和78.4%,其效果均好于传统SBR工艺。     

Kinetic modeling of carbon and nutrients removal in an integrated rotating biological contactor-activated sludge system

In this study, kinetics of biological carbon, nitrogen, and phosphorous removal from a synthetic wastewater in an integrated rotating biological contactor-activated sludge system was investigated. The experimental data obtained from varying four significant independent factors viz., hydraulic retention time, chemical oxygen demand for nitrogen to phosphorus ratio, internal recirculation from aerobic to anoxic zone and disks rotating speed were used for the process kinetic modeling. In order to obtain the bioprocess kinetic coefficients, Monod, first-order and Stover?CKincannon models were employed. As a result, Monod and Stover?CKincannon models were found to be the appropriate models to describe the bioprocess in the rotating biological contactor-activated sludge system as the determination coefficient for the first-order model obtained less than 0.79. According to the Monod model, growth yield, microbial decay rate, maximum specific biomass growth rate, and half-velocity constant coefficients were found to be 0.712?g VSS/g COD, 0.008/d, 5.54/d and 55?mg COD/L, respectively. From Stover?CKincannon model, the maximum total substrate removal rate constant and half-velocity constant were determined as 15.2, 10.98, 12.05?g/L?d and 14.78, 7.11, 6.97?mg/L for chemical oxygen demand, nitrogen and phosphorus removal, respectively. The kinetic parameters determined in this study can be used to improve the design and operation of the biological contactor-activated sludge system in full scale.     

Continuous process study on simultaneous nitrification–denitrification of high ammoniacal nitrogen load wastewater in aerobic–anoxic sequencing bioreactors

The study focused on the feasibility of high NH₄ ⁺–N (400–600 mg/L) and COD load at two different hydraulic retention times (HRTs = 36 and 24 h) in two identical aerobic–anoxic sequencing bioreactors which were constructed in series in a single system using a specifically designed single biomass containing autotrophic nitrifying and heterotrophic denitrifying bacteria. Internal recirculation of synthetic wastewater from one tank to other was not carried out like the conventional aerobic–anoxic processes. Cycles of 15 days under sequences of aerated and non-aerated periods of three hour each were repeated during each continuous flow experiment conducted. Sodium bicarbonate and sodium acetate were selected as the appropriate inorganic and organic carbon sources. The results showed that the HRT may not affect the simultaneous nitrification and denitrification processes. Average nitrification ratio was obtained to be above 20 mg/L NH₄ ⁺–N/h daily. Results of 90 days’ operation also showed high removal efficiencies of ammoniacal nitrogen of about 83% daily. The main advantage of this process includes efficient ammoniacal nitrogen removal without separated aerobic and anoxic tanks, decrease operating costs due to the lesser oxygen concentration requirement in the bioreactors.     

Mechanism of efficient nutrient removal and microbial analysis of a combined anaerobic baffled reactor–membrane bioreactor process

A combined ABR–MBR process consisting of an anaerobic baffled reactor (ABR) combined with an aerobic membrane bioreactor (MBR) treating municipal wastewater was investigated at controlled pH range 6.5–8.5 and at constant temperature 25 ± 1 °C. Total nitrogen (TN), ammonia (NH₄ ⁺–N), total phosphorus (TP), and chemical oxygen demand (COD) removal performances were evaluated by analyzing the mechanism for efficient nutrient removal. The results showed that the average removal rates of COD, NH₄ ⁺–N, TN, and TP reached 93, 99, 79, and 92 %, respectively, corresponding with the COD, NH₄ ⁺–N, TN, and TP effluent of 24 (18–31), 0.4 (0–0.8), 10.6 (8.8–12.9), and 0.31 (0.1–0.5) mg/L under the operational condition of hydraulic retention time (HRT) 7.5 h, recycle ratio 200 %, and dissolved oxygen 3 mg/L. The MBR enhanced NH₄ ⁺–N, TN, and TP removal rates of 13, 10, and 18 %, respectively, and the membrane retention reduced TP 0.17 mg/L. The process was able to maintain a stable performance with high-quality effluent. Analysis of the results by fluorescence in situ hybridization showed that the abundance of ammonia-oxidizing bacteria, nitrite-oxidizing bacteria, and phosphorus accumulating organisms as percentages of all bacteria in each compartment was stable. The enriched microorganisms in the system appear to be the main drivers of the process efficient for nutrient removal.     

Innovative anaerobic upflow sludge blanket filtration combined bioreactor for nitrogen removal from municipal wastewater

In this research, a novel laboratory scale anaerobic/upflow sludge blanket filtration combined bioreactor was designed and operated to improve the efficiency of the upflow sludge blanket filtration process for the simultaneous removal of phosphorus and nitrogen from wastewater. The anaerobic/upflow sludge blanket filtration technique was developed by adding an anaerobic reactor to its influent and operated by varying the main process parameters in order to gain the optimum conditions. The results showed that biological removal efficiency of nitrogen and preservation of sludge blanket strongly depend on wastewater characteristics, hydraulic retention time, sludge age and process controlling parameters. The combined bioreactor performed a total nitrogen removal efficiency of 96.6 % with the sludge age of 25 days, total hydraulic retention time of 24 h and optimum “chemical oxygen demand/nitrogen/phosphorus” ratio of 100/ 5/1. This ratio also improved the compaction quality of sludge blanket in the upflow sludge blanket filtration clarifier. The average specific nitrification and denitrification rates occurred during the process can be expressed as 4.43 mg NO_x-N produced/g VSS.d and 5.50 mg NOx-N removed/g VSS.d at the optimum ratio, respectively. To avoid sludge rising due to denitrification process, the optimum total hydraulic retention time of 16 to 24 h was achieved based on the effluent quality. This study suggested that the anaerobic/upflow sludge blanket filtration bioreactor at the optimum operational conditions can be an effective process for removal of nutrients from municipal wastewater.     

Relationship between phosphorus status and nitrogen fixation by common beans (Phaseolus vulgaris L.) under drip irrigation

The current study aims to examine, the response of contrasted recombinant inbred lines of common bean to the application of phosphorus, to identify the bean recombinant inbred lines which were efficient in phosphorus utilization when dependent on nitrogen fixation as a source of nitrogen. The experiment was conducted at the experimental farm of Agricultural Research Station of the Nubaria district, Behera, Egypt, during the winter seasons of 2008?C2009. Three levels of mineral phosphorus fertilizers were applied (0, 45 and 90?kg?ha^?1 phosphorus pentoxide). Nodulation, plant growth parameters, leaf area, soil Olsen phosphorus, pH, and phosphorus and nitrogen of shoots, nodules and seeds were measured. The results have shown that the recombinant inbred lines responded positively to P application levels. The best values were observed in recombinant inbred lines 75, 83 and 34. Vegetative growth parameters were significantly enhanced by increasing levels of phosphorus. The highest level of phosphorus, i.e., 90?kg?ha^?1 phosphorus pentoxide gave the optimal values of growth parameters for all common bean recombinant inbred lines while control plants obtained the lowest values. An increase of Olsen-P and a decrease of soil pH were also observed with increases in phosphorus. These results led to the conclusions that phosphorus applied to Nubaria soil: (1) improved the soil fertility; (2) enhanced the ability of root nodules of common bean recombinant inbred lines to fix atmospheric nitrogen; and (3) increased the release of hydrogen by roots, thus decreasing soil pH and reducing the immobilization of phosphorus in the soil solution and transforming it into available form for the plant.     

Floating wetland mesocosm assessment of nutrient removal to reduce ecotoxicity in stormwater ponds

A grouped mesocosm study was conducted with different water holding capacities and conditions to determine nutrient removal efficiency using floating wetland macrophytes. Different scenarios were created by changing water depth, littoral vegetation, sorption media and area coverage to observe how they affect nutrient removal efficiencies. Plant species were screened and selected based on the literature, local availability and previously performed microcosm studies. Sorption media were warped using geotextile filter fostering microbial colonization in the rhizospheric zone to enhance denitrification and plant growth. Water quality parameters included total nitrogen, total phosphorus, orthophosphate, nitrate?Cnitrogen and ammonia?Cnitrogen in addition to in situ parameters such as pH, dissolved oxygen, temperature and chlorophyll-a. Composite samples across several locations were collected periodically to understand the spatial distribution or aggregation of nutrients. After 3?months of water quality monitoring, plants were analyzed for tissue nutrient concentrations, and the average uptake rate was calculated as 36.39 and 1.48?mg?m^?2?day^?1 for nitrogen and phosphorus, respectively, by the floating treatment wetland system. Finally, considering the higher nutrient aggregation in the rhizospheric zone, the removal rate with 5?% area coverage and water quality improvement by littoral zone, the optimized design, placement and maintenance of the whole system were recommended.     

生物滞留系统去除地表径流中的氮素研究评述

总结了近年来国内外应用生物滞留系统脱除降雨径流氮素的研究现状,从生物滞留系统脱氮效能、脱氮影响因素和脱氮机制3个方面论述了国内外主要研究进展和理论成果。提出了生物滞留系统脱氮的研究建议:加强生物滞留系统内氮素迁移转化驱动机制研究;推动生物滞留系统"宏观生境-运行效能-微生态系统"耦合响应体系研究;开展生物滞留系统功能植物关键分子生物学特征研究。     

牡蛎壳改性及联合释氧复合材料修复地下水氨氮污染实验研究

为研究以牡蛎壳-释氧复合材料为填料的渗透反应格栅去除地下水氨氮污染的效果及其经济实用性,开展了相关室内实验:采用高温加热方式对牡蛎壳进行改性,通过测定牡蛎壳改性后的比表面积判定其吸附效果;以过氧化钙为释氧化合物,将其与水泥、石英砂/牡蛎壳粒、钙基膨润土以一定比例混合制成粒径约1.8 cm球型释氧材料,采用静态实验研究不同原料配比的释氧材料的释氧性能;最后研究了两种不同粒径牡蛎壳粒-释氧复合材料修复地下水氨氮的效果及不同供氧方式下不同吸附材料修复地下水氨氮的效果及其经济实用性。结果表明:对牡蛎壳粒进行高温改性,牡蛎壳粒高温条件下会产生团聚现象,比表面积随煅烧温度升高呈下降趋势,高温改性方式并不能有效改善牡蛎壳粒吸附性能;实验中制作的释氧材料在95天的实验期间,各实验柱的溶解氧量可以保持在18 mg/L左右,且在嗜碱菌作用下pH值得以有效降低,所制作的释氧材料可为硝化细菌长期在溶解氧低的地下水环境中生长提供氧气;以牡蛎壳-释氧复合材料为填料的渗透反应格栅通过耐碱硝化细菌的硝化作用可以将氨氮浓度从50 mg/L降至约35 mg/L,不同粒径牡蛎壳粒修复效果差异不明显。使用牡蛎壳-释氧复合材料渗透反应格栅长期修复地下水氨氮,不仅可以达到活性炭及沸石作为骨架的修复效果,而且更加具有经济实用性。