新型生物栅填料用量及对景观水体藻类的去除效果

针对天津市经济技术开发区景观河道水量大,氮磷质量浓度高的特点采用生物栅填料去除藻类.通过实验室小试和室外中试,对于生物栅填料实际应用的填料服务水体体积、曝气影响、负荷影响和HRT的影响进行考察.试验结果表明,生物栅填料应用于富营养化除藻时,生物栅填料的使用量越大越好,但是较大的使用量代表较高的处理成本,综合考虑处理成本和效果,由实验得最佳服务水体的用量为12 cm·L-1;曝气对于生物栅填料去除藻类的功能并没有影响;在不同的负荷条件下,生物栅填料都可以有效地去除藻类,并且高负荷条件下生物栅填料具有较高的藻类去除速率,在实验条件下,4 d后各个负荷条件下的藻类达到一致;生物栅填料上的浮游动物种类比较单一,只有沟渠猛水蚤(Canthocamptus staphylinus Jurine);生物栅填料对于出水水质也有一定的影响,它可以有效地去除水中有机物,氮磷和悬浮物质.     

固定化菌藻系统及对污水中氮磷营养盐的净化效果

利用海藻酸钙分别包埋固定小球藻、活性污泥及其两者混合物.研究固定态小球藻与悬浮态小球藻对污水中氮磷营养盐的处理效果,实验结果表明固定态藻对氮磷的去除效果明显优于悬浮态藻,其原因主要由于海藻酸钙凝胶对氮磷的吸附,系统pH值提高引起氨的气提及磷酸盐的沉淀作用.研究固定化藻、同定化活性污泥及共固定化菌藻分别对污水中氮磷营养盐的处理效果,在同等条件下,固定化菌藻对氮磷的去除效果优于固定化活性污泥和固定化藻类.这项研究显示菌藻共生在污水处理中具有较大的潜力.     

垂直潜流人工湿地净化北方微污染水体试验研究

为研究垂直潜流人工湿地对北方微污染水体中COD、氮和磷的去除效果及去除机理,在室内选用混合土(由炉渣与种植土按比例混合而成)、石英砂和陶粒作为填料,以天津当地常见植物黄花鸢尾为植被构建了垂直潜流人工湿地处理微污染景观湖水和雨季的初期雨水;除冬季冰封期暂停运行外,通过对系统不同季节运行数据的分析,考察了不同季节环境条件下垂直潜流人工湿地对我国北方城市微污染水体的净化效果及影响因素。结果表明:不同季节条件下,该系统对污染物均有着良好的去除效果和抗冲击负荷能力。微污染景观水和雨季初期雨水经垂直潜流人工湿地系统处理后,出水COD、NH4+-N及TP的质量浓度可分别优于GB 3838—2002《地表水环境质量标准》的IV类、III类和II类水质标准(研究阶段进水TP≤0.80 mg·L-1),COD、NH4+-N和TP的阶段平均去除率最高可分别达80%、91%和82%;TN的去除效果受季节变化波动较大,阶段平均去除率在32%~78%,温度较低季节或原水水质较差时有待处理水回流或辅加其他技术手段以提高脱氮效果。垂直潜流人工湿地对北方微污染水体有着较好的净化效果,能够有效地预防地表水体富营养化的发生,有利于城市水环境质量的改善和水资源的循环利用,具有良好的发展应用前景。     

组合湿地技术在污水厂尾水水质提升中的应用

针对明光市城东污水处理厂出水水质差、氮磷浓度较高、直接排放导致周边河湖水系污染严重且存在极大的生态风险等问题,采用"潜流湿地+深度涵养湖泊"组合工艺对尾水进行深度净化.运行结果表明:组合式工艺净化效率较高,运行稳定,可将污水处理厂出水中主要的富营养化指标NH3-N、TP、COD提升至《地表水环境质量标准》(GB 383...     

不同水力负荷下凤眼莲去除氮、磷效果比较

采用人工模拟方法,研究了不同水力负荷(0.14、0.20、0.33和1.00m3.m-2.d-1)对凤眼莲去除富营养化水体氮、磷效果的影响,试验期间进水TN、NH4+-N、NO3-N、TP平均质量浓度分别为4.85、1.33、2.92和0.50mg.L-1。结果表明,凤眼莲净化系统对富营养化水体具有较好的去除效果,低水力负荷(0.14、0.20m3.m-2.d-1)下,出水TN、NH4+-N和TP均达到了GB3838—2002《地表水环境质量标准》的Ⅳ类水质标准;当水力负荷提高到1.00m3.m-2.d-1后,出水TN、NH4+-N、NO3-N和TP质量浓度明显上升。4种水力负荷下,凤眼莲净化系统对TN和TP去除率分别为84.95%和80.65%、73.87%和73.04%、51.60%和64.05%、30.77%和47.79%,即随水力负荷的提高而降低;相应的TN、TP去除负荷分别为0.58和0.06、0.72和0.07、0.83和0.11、1.47和0.23g.m-2.d-1,即随水力负荷的提高而增加。综合考虑净化效果和污水处理能力,本试验条件下凤眼莲系统的水力负荷宜控制在0.33m3.m-2.d-1。     

规模化控养水葫芦改善滇池草海相对封闭水域水质的研究

在滇池草海的封闭水域东风坝和老干鱼塘开展修复富营养化水体的试验性工程示范。定期监测水葫芦(Eichhornia crassipes)生长规律,富集氮、磷能力,以及2个水域水葫芦种养后水质的周年动态变化。结果表明,2个水域水葫芦最大生长速率均出现在7月,生长速率分别为759.3和601.6 g·m-2·d-1,12月基本停止生长,东风坝和老干鱼塘水域新鲜水葫芦对氮、磷的富集量分别为1.95、0.17和1.74、0.14 kg·t-1,水体营养化程度直接影响水葫芦生长特征。规模化控养水葫芦明显提高水体透明度,降低水体溶解氧浓度和pH,但既未明显影响鱼类生长,又有利于水葫芦的生长与繁殖。在水葫芦种苗初始投放覆盖度10%、投苗量为22.5 t·hm-2条件下,水葫芦种养后(7—12月)东风坝水体TN、TP和NH4+-N平均浓度比种养前(6月)分别下降7.79、0.67和0.91 mg·L-1,老干鱼塘水体TN、TP和NH4+-N平均浓度比种养前分别下降1.03、0.08和0.09 mg·L-1。水葫芦被机械化打捞后,2处水域水体TN和TP浓度并未明显回升,水质变化较平稳,表明规模化控养水葫芦修复封闭的富营养化水域水质效果明显。     

污水氮磷浓度对云南本地浮萍生长及氮磷去除的影响

为揭示污水氮磷浓度对不同浮萍生长及水处理的影响规律,研究了户外条件下云南本地的4个浮萍品种,本地绿萍(Lemna japonica)、本地少根(Landoltia punctata)、本地多根(Spir odela polyrhiza)和本地芜萍(Woffi a globosa)在不同氮磷浓度污水中的生长情况.结果表明:随着污水氮磷浓度升高,浮萍处理系统对氮磷的去除总量升高,利用率降低;不同浮萍品种在不同氮磷浓度污水中的最大生长速率、氮磷含量和氮磷固定能力存在明显的种属差异.其中本地多根有最高的生长速率(7.38 g m-2 d-1)和氮固定能力(336.47 mg m-2 d-1),本地绿萍有最高的磷含量(2.35%)和磷固定能力(123.07 mg m-2 d-1),本地芜萍有最高的蛋白含量(37.32%).针对本地绿萍的进一步研究表明:本地绿萍在不同氮磷浓度污水中的生长与体内的氮磷含量和pH有关,高氮磷含量的本地绿萍可以利用体内储存的氮磷在寡营养水体中短时间内进行快速生长;废水的氨氮浓度小于20 mg L-1,pH 8(±0.5)时本地绿萍生长较快;当废水氨氮浓度大于20 mg L-1时,pH 6.5(±0.5)时可防止NH4+大量转化为NH3,减少对本地绿萍的毒害作用.本研究揭示了污水氮磷浓度对不同浮萍品种的生长、氮磷含量和氮磷去除的影响不同,实际应用中可根据不同的目的选用不同的浮萍品种.     

巢湖流域典型村庄生活污水水质年变化特征

为揭示巢湖流域典型村庄生活污水水质特征,本文采用定点定期采样法,对巢湖流域两类典型村庄生活污水水质进行了2年测定研究.结果显示,不同月份两村生活污水的COD、NH4+-N、TN、TP等指标呈现出相同的变化趋势,各指标浓度在6—8月较低,而COD和TN浓度在12—2月较高;两村的生活污水COD、NH4+-N、TN、TP全年变化范围为46.77—424.80 mg.L-1、4.30—17.40 mg.L-1、9.36—34.38 mg.L-1、0.27—3.06 mg.L-1;大汤村和电厂新村两村生活污水全年COD、NH4+-N、TN、TP平均值分别为171.98 mg.L-1和219.60 mg.L-1、8.07 mg.L-1和11.52 mg.L-1、17.80 mg.L-1和21.33 mg.L-1、1.15 mg.L-1和1.53 mg.L-1.     

Temporal change of water quality of the typical rural domestic sewage in Chaohu Lake basin

为揭示巢湖流域典型村庄生活污水水质特征,本文采用定点定期采样法,对巢湖流域两类典型村庄生活污水水质进行了2年测定研究.结果显示,不同月份两村生活污水的COD、NH4＋-N、TN、TP等指标呈现出相同的变化趋势,各指标浓度在6—8月较低,而COD和TN浓度在12—2月较高;两村的生活污水COD、NH4＋-N、TN、TP全年变化范围为46.77—424.80 mg.L-1、4.30—17.40 mg.L-1、9.36—34.38 mg.L-1、0.27—3.06 mg.L-1;大汤村和电厂新村两村生活污水全年COD、NH4＋-N、TN、TP平均值分别为171.98 mg.L-1和219.60 mg.L-1、8.07 mg.L-1和11.52 mg.L-1、17.80 mg.L-1和21.33 mg.L-1、1.15 mg.L-1和1.53 mg.L-1.     

安徽省石塘湖过去百余年湖水总磷浓度的定量重建

湖水总磷浓度对湖泊富营养化有很好的预警作用,历史湖水总磷浓度的定量重建能揭示湖泊营养演化历史.依据安徽省石塘湖沉积物钻孔的高分辨率硅藻研究结果,结合长江中下游湖泊硅藻-总磷转换函数模型,定量重建了其过去百余年来硅藻组合演替与历史湖水总磷浓度的变化过程.结果表明:石塘湖硅藻经历了从颗粒直链藻(Aulacoseira granulate)优势组合(1867-1981年)向富营养属种高山直链藻(Aulacoseira alpigae)优势组合(1981年以来)的变化.1981年以前,水体ρ(总磷)为50～60μg.L-1,湖泊一直维持在中等营养水平;1981年之后水体ρ(总磷)呈现明显升高趋势(＞100 μg·L-l),硅藻组合以高山直链藻占绝对优势,同时伴有喜好富营养环境的属种如极微小环藻(Cyclotella atomus)、梅尼小环藻(Cyclotella meneghiniana)、谷皮菱形藻(Nitzschia palea)和汉斯冠盘藻(Stephanodiscus hantzschii)等的增加,标志着湖泊富营养化的发生.20世纪80年代以来,农业及城市生活污水排放、农业化学肥料的大量使用以及过度养殖是硅藻种群转变和富营养化发生的主要根源.增温在一定程度上也影响着硅藻群落变化和富营养化的加重.根据重建的硅藻-水体总磷浓度结果,提出石塘湖治理的营养物基准水体ρ(总磷)为60 μg·L-1,为该湖整治和修复方案的制定提供可参考的目标,也为当地大量类似湖泊的治理提供重要参考.     

厌氧除磷同步脱氮及影响因素研究

采用鸡粪污泥为种泥,在厌氧混合连续流反应装置内进行厌氧还原磷产生磷化氧功能菌的富集,进行硝酸盐、硫酸盐、不同碳源和氮源条件下厌氧除磷效率的研究,并考察磷化氧的生成与硝酸、总磷、氨氮去除的关系.结果表明,(1)SO_4~(2-)-S适宜的投加量为26 mg·L~(-1),不投加NO_3~--N.水中含有氧化态的无机物在厌氧条件下与磷争夺[H]导致厌氧除磷的效率下降.(2)合适的碳源为葡萄糖1 000 mg·L~(-1),纤维素不适合作为碳源,合适的氮源为蛋白胨500 mg·L~(-1),水中含有的还原糖和有机氮源促进磷化氧的生成.(3)pH值控制在6.5～7.0的范围,最适宜的生长温度在35℃左右.(4)氨氮的去除率随着总磷的去除率而增加,在厌氧条件下可达到同时脱氮除磷的效果.磷的去除由厌氧除磷菌还原磷生成磷化氧完成,氨氮由生成氮气或生成蛋白质来去除.     

Removal of nitrogen and phosphorus by eight strains of microalgae and their growth characteristics in Penaeus vannamei sewage北大核心CSCD

Microalgae are the most important primary productive forces in shrimp aquaculture systems. Microalgae not only provide oxygen and natural food for aquaculture objects, but they also absorb nitrogen (N) and phosphorus (P) to reduce water eutrophication. However, there are great differences in N and P absorption among different strains of microalgae. To maintain the sustainable development of shrimp aquaculture, the growth performances of eight microalgal strains in Penaeus vannamei sewage and N and P removal rates were investigated under laboratory conditions. The results indicated that the eight microalgal strains could reduce the N and P content in P. vannamei sewage to some extent. Microcystis aeruginosa, Chlamydomonas sp., and Chlorella pyrenoidosa grew very well, with average growth rates of 0.309 3, 0.246 9, and 0.215 5, respectively. There were significant differences in the removal efficiency among the different strains. The removal rates of total N by M. aeruginosa, Chlamydomonas sp., and C. pyrenoidosa were 74%, 69%, and 60%, respectively, at the end of the experiment, which were higher than the other species. M. aeruginosa and Chlamydomonas sp. had better total P removal efficiency than those of the other microalgal strains and removal rates were greater than 60%, and the second highest total P removal efficiency was by C. pyrenoidosa. Different types of microalgal strains had different absorption rates of different morphological nitrogen. M. aeruginosa and Chlamydomonas sp. had the highest nitrate nitrogen removal rate (approximately 70%). Chlamydomonas sp. had a fast and persistent removal rate of ammonia nitrogen, with the removal rate being as high as 100%. The removal efficiency of M. aeruginosa and C. pyrenoidosa were a little slower, and those of Scenedesmus obliquus, Synedra sp., and Navicula graciloides were the slowest. After 16 d, the removal rate reached more than 90%. Cryptomonas obovate and C. pyrenoidosa displayed the best removal rate of nitrite nitrogen, and the removal rate reached 80% on day 8, and the removal rate of C. obovata was more persistent. These results can provide scientific reference for the orientation and use of microalgae to remove pollutants in tailings water from shrimp aquaculture systems. © 2018 Science Press. All rights reserved.     

Ammonia and phosphorus removal from agricultural runoff using cash crop waste-derived biochars

• Orange tree residuals biochar had a better ability to adsorb ammonia. • Modified tea tree residuals biochar had a stronger ability to remove phosphorus. • Partially-modified biochar could remove ammonia and phosphorus at the same time. • The real runoff experiment showed an ammonia nitrogen removal rate of about 80%. • The removal rate of total phosphorus in real runoff experiment was about 95%. Adsorption of biochars (BC) produced from cash crop residuals is an economical and practical technology for removing nutrients from agricultural runoff. In this study, BC made of orange tree trunks and tea tree twigs from the Laoguanhe Basin were produced and modified by aluminum chloride (Al-modified) and ferric sulfate solutions (Fe-modified) under various pyrolysis temperatures (200°C–600°C) and residence times (2–5 h). All produced and modified BC were further analyzed for their abilities to adsorb ammonia and phosphorus with initial concentrations of 10–40 mg/L and 4–12 mg/L, respectively. Fe-modified Tea Tree BC 2h/400°C showed the highest phosphorus adsorption capacity of 0.56 mg/g. Al-modified Orange Tree BC 3h/500°C showed the best performance for ammonia removal with an adsorption capacity of 1.72 mg/g. FTIR characterization showed that P = O bonds were formed after the adsorption of phosphorus by modified BC, N-H bonds were formed after ammonia adsorption. XPS analysis revealed that the key process of ammonia adsorption was the ion exchange between K⁺ and NH₄⁺. Phosphorus adsorption was related to oxidation and interaction between PO₄^3– and Fe³⁺. According to XRD results, ammonia was found in the form of potassium amide, while phosphorus was found in the form of iron hydrogen phosphates. The sorption isotherms showed that the Freundlich equation fits better for phosphorus adsorption, while the Langmuir equation fits better for ammonia adsorption. The simulated runoff infiltration experiment showed that 97.3% of ammonia was removed by Al-modified Orange tree BC 3h/500°C, and 92.9% of phosphorus was removed by Fe-modified Tea tree BC 2h/400°C.     

人工湿地处理富营养化水体的效果研究

通过在北京市野生动物救护中心构建表流湿地与潜流湿地相结合的复合人工湿地处理富营养化水体,研究该复合人工湿地对总氮（TN）、总磷（TP）及水体浊度的去除效果。结果表明：人工湿地对TP的去除效果好于对TN的去除效果,经过人工湿地处理的富营养化水体,表流湿地、潜流湿地和复合人工湿地对TP的平均去除率可分别达42%、55%、60%,对TN的平均去除率分别为27%、30%、34%,对水体浊度的平均去除率分别达43%、55%、75%。复合人工湿地对TP、TN以及浊度的去除效果受水体温度和溶解氧（DO）的影响,通过相关性分析发现,TP、TN和浊度的去除量与水体中的DO水平之间存在显著的负相关性,而与水体温度有正相关性,在显著性水平为0.05的条件下,相关系数分别为-0.829、-0.767、-0.765和0.674、0.757、0.774。复合人工湿地对TP、TN及浊度的去除率高于表流湿地和潜流湿地,表明复合人工湿地具有优于表流湿地和潜流湿地的整体性功能,能有效提高人工湿地对TN、TP以及浊度的去除率。     

Efficient cleaning of cyanobacterial blooms using flocculants made of modified waterwork sludges

Cyanobacteria are freshwater microorganisms that can bloom and produce toxins that contaminate water. There is thus a need for methods to remove cyanobacteria, by flocculation for instance. Here, we prepared new flocculants by modifying waterwork sewage sludge. Flocculant (A) or (B) were prepared by treating 3 g of preprocessed sludge in hydrochloric acid and heating at 200 or 250 °C for 3.0 h. Flocculant (A) and (B) were used to remove Microcystis aeruginosa colonies by adding 0.75 mL of flocculant to 100 mL of algal culture and incubating for 8 h. Results show removal efficiencies of 72 and 91%, respectively. Total nitrogen was reduced by 30 and 12%. Total phosphorus was reduced by 75 and 76%. Chlorophyll fluorescence showed that cyanobacterial cells were removed without damaging the membrane integrity. Overall, findings show that modified waterworks sludge flocculants have good potential for the control of algal blooms, the removal of total nitrogen and total phosphorus and the restoration of aquatic ecosystems.     

城市污水深度处理工艺的设计与运行

在水资源日趋紧张的今天,污水的深度处理回用工艺成了人们探讨的热点。结合郑州市五龙口污水处理厂的设计与运行,介绍了以改良氧化沟为主体的污水深度处理回用工艺,并对工艺除磷脱氮及污水深度处理的原理、设计参数、运行情况及运行条件的控制进行了介绍。运行结果表明该工艺既具有较高的COD、SS去除效率,又解决了传统氧化沟在脱氮除磷时存在相互影响的矛盾问题,在进水COD为326mg/L、SS为301mg/L、NH_4~+-N为45．1mg/L、TP为4．1mg/L;出水COD为21mg/L、SS为9mg/L、NH_4~+-N为1．4mg/L、TP为0．6mg/L,各项指标均达到了景观用水标准。     

利用下水管网系统净化城市污水的模拟试验

用固定化细胞技术进行了下水管网系统污水净化的模拟试验,比较研究了厌氧、好氧、厌氧缺氧好氧、缺氧好氧４ 种工艺净化污水的效果．结果表明,在管网系统中设置固定化细胞,采用缺氧好氧工艺流程,可使污水中的污染物去除６０％ 以上,出水水质可达国家污水综合排放二级标准．     

人工快速渗滤法处理小城镇污水的模拟试验研究

小城镇污水既是水资源的主要污染源,同时也是可利用水资源的重要组成部分,高效率、低成本的小城镇污水处理技术是农业生态安全和工程节水的急需。研究采用人工快速渗滤方法处理小城镇污水,在湿干比一定（湿干比1∶3）的条件下设3种填料比[V（土）∶V（砂）=1∶1、2∶1和3∶1）和3种不同水力负荷周期[短周期（0.5 d进水,1.5 d落干）、中周期（1 d进水,3 d落干）和长周期（3 d进水,9 d落干）]进行交叉试验。跟踪测定处理后水中COD、总磷、凯氏氮和铵氮的去除率。结果表明,系统的COD和总磷去除效果较好,最高去除率分别达到73.19%和54.86%。COD的去除受水力负荷周期影响较大,在长水力负荷周期条件下去除效率高,总磷的去除受水力负荷周期的影响小。系统对凯氏氮和铵氮的去除效率偏低,两者的最高去除率分别为46.67%和40.67%,均在长周期条件下取得。     

三种生物除磷工艺的比较

比较了Ａ／Ｏ法、Ａ＾２／Ｏ法和ＳＢＲ法生物除磷工艺。结果表明，它们的除磷效果好；污染含磷量达６％以上、除磷系数达０．０４左右，是常规好氧生物处理的３倍。在系统除磷系数相同的条件下，Ａ＾２／Ｏ法取好，是常规好氧法的３倍；ＳＢＲ法次之，高速率Ａ／Ｏ法因不能经反硝化作用脱氮，去氮效果与常规好氧法相同。     

High removal of nitrogen and phosphorus from black-odorous water using a novel aeration-adsorption system

Black-odorous waters are an increasingly common phenomenon characterized by excessive levels of nutrients, the formation of metal sufide precipitates, volatile sulfurous compounds, low dissolved oxygen and high chemical oxygen demand. Black-odorous waters frequently occur in lake and river systems where inputs have restricted circulation. The key remediation issue is the removal of nitrogen and phosphorus. Here, we present a novel aeration-adsorption system using fiber balls and we study treatment parameters and removal mechanism. Kinetics and changes of the solid phase were followed using Fourier transform infrared spectroscopy, X-ray photoelectron spectroscopy, and X-ray diffraction. Results show complete removal of ammonia N, initially at 31 mg/L, and 92.8% removal of total nitrogen, initially at 29 mg/L, after a 24 h reaction time at pH 9.67. At pH 5.67 and 9.67, total phosphorus and phosphate could be significantly reduced by 90–92% at 3.2–5.2 mg/L after 24 h. Treatment met China’s integrated wastewater discharge standards, demonstrating an effective and robust treatment capability. First-order and second-order kinetic models provided a good fit to the treatment data, indicating physical and chemical adsorption were involved in the treatment reactions. The reaction mechanism involved hydrogen substitution and binding to oxygen. These results present a cost effective and robust approach for the removal of N and P from black, odorous water, providing opportunity to abate environmental contamination.