膜曝气生物膜反应器同步硝化反硝化研究

炭膜作为膜曝气生物膜反应器膜组件处理人工合成废水,在单一反应器内实现了同时去碳脱氮.结果表明,当进水COD和NH^＋₄-N浓度分别为338 mg/L和75 mg/L,HRT为14 h,炭膜腔内压力为13.6 kPa时,COD、NH⁺₄-N和TN的去除效率分别为82.5%、 95.1%和84.2%.但是在反应器运行的后期TN去除效率明显下降,主要是因为高有机负荷导致无纺布上的微生物过度繁殖,严重影响了硝化过程的进行.通过荧光原位杂交和扫描电镜技术观察生物膜微生物结构,得出厌氧或兼氧菌主要分布在生物膜外层的缺氧区,而氨氧化菌主要分布在生物膜内层的好氧区.硝化细菌和反硝化细菌在生物膜内的共存实现了炭膜曝气生物膜反应器的同步硝化反硝化.     

聚酯生产废水生化处理技术研究

采用实验室保藏的施氏假单孢菌P-16和某厂活性污泥两步生化处理模拟聚酯生产废水,总的水力停留时间38h。最终出水COD从3000mg/L降至40mg/L,COD去除率高达98.7%。并在此基础上提出了一条聚酯生产废水生化处理的可行工艺。     

海藻酸钠/蒙脱石联合负载型纳米Fe0对Cu(II)的去除研究

由于蒙脱石负载型纳米Fe~0(Mt-n ZVI)在使用中易随水迁移,造成出水水质混浊和Fe~0流失.因此,本研究制备了海藻酸钠(SA)和蒙脱石(Mt)联合负载型纳米零价铁(SA/Mt-n ZVI),探究其对水中Cu(Ⅱ)的去除效果,并考察了Cu(Ⅱ)初始浓度、pH值对去除率的影响.结果表明:以2%(质量分数)SA和6%(质量分数)Mt-n ZVI条件制备的SA/Mt-n ZVI小球对Cu(Ⅱ)处理效果好,反应24 h后,SA/Mt-n ZVI小球对初始浓度为40 mg·L-1Cu(Ⅱ)的去除率达到92.11%,与游离的Mt-n ZVI颗粒相比,其活性并未降低;Cu(Ⅱ)的去除率随其初始浓度升高而降低;在pH为2~6之间,Cu(Ⅱ)去除率随pH升高而升高.SA/Mt-n ZVI小球可有效净化污水中的Cu(Ⅱ),将其重复使用3次后,对Cu(Ⅱ)的去除率仍维持在59.52%.     

Distribution characteristics of total mercury and methylmercury in the topsoil and dust of Xiamen, China

The levels and distribution of mercury (Hg) species, including total mercury (THg) and methylmercury (MeHg) in the topsoil and dust collected from twenty sampling stations located in di erent land function areas of Xiamen, China, were investigated. The THg concentrations in topsoil ranged from 0.071 to 1.2 mg/kg, and in dust ranged from of 0.034 to 1.4 mg/kg. For stations where the THg of dust was less than 0.31 mg/kg, THg concentrations in the topsoil were significantly correlated to those in the corresponding dust (r = 0.597, n = 16, P = 0.014). The MeHg concentrations in topsoil were varied between 0.14 and 5.7 g/kg. The ratios of MeHg/THg in the topsoil ranged from 0.069% to 0.74%. The range of MeHg concentration in the dust were 0.092–2.3 g/kg. The ratios of MeHg/THg in the dust were at the same level as those in the topsoil. The MeHg concentrations in both topsoil and dust were linked to corresponding THg concentrations and soil organic matter. Neither THg nor MeHg concentration in the topsoil and dust was obviously linked to the land function.     

生物表面活性剂对东海原甲藻生长的影响

以东海原甲藻为实验材料,研究了铜绿假单胞菌产鼠李糖脂类生物表面活性剂对藻细胞的抑制和杀藻作用.结果表明,鼠李糖脂在较低浓度下对东海原甲藻的生长有明显的抑制效果,增大用量,可直接杀灭藻细胞.生长延滞期的藻细胞对鼠李糖脂的作用更为敏感.在相同实验条件下,鼠李糖脂对绿藻生长的影响基本可以忽略,在低浓度下对中肋骨条藻和湛江叉鞭金藻生长的影响也很弱,鼠李糖脂的浓度增至5.0mg/L 以上时,对中肋骨条藻和湛江叉鞭金藻的生长表现出一定的抑制作用.     

重金属对西红柿种子发芽与根伸长的抑制效应

测定了水溶液和4种土壤中铜、锌、铅、镉单一污染对西红柿种子发芽与根伸长抑制率以及草甸棕壤条件下重金属复合污染的生态效应.结果表明,重金属对西红柿根伸长抑制率均明显大于对种子发芽抑制率.土壤重金属明显低于水体重金属对西红柿根伸长的抑制.抑制率大小排列为红壤>>草甸棕壤>栗钙土>暗棕壤.铜、锌、铅、镉对西红柿根伸长抑制率与土壤有机质、土壤凯氏氮、全钾含量显著线性负相关(P=0.05);与土壤pH值和土壤全磷含量线性不相关(P=0.05).重金属复合污染对西红柿根伸长表现为协同作用和拮抗作用.     

蛤蟆通河流域地下水化学特征及控制因素

为研究蛤蟆通河流域水化学特征及主要离子来源,2017年先后采集地下水样品59组,综合运用数理统计、Piper三线图、Gibbs模型和离子比等方法,分析了蛤蟆通流域地下水的水文地球化学特征,并探讨了蛤蟆通流域的水化学演化规律及主要离子来源.结果表明,该区地下水阳离子以Ca~(2+)为主,占阳离子总量的质量分数为22. 1%～72. 4%,平均为48. 7%;阴离子以HCO_3~-为主,占阴离子总量的质量分数为35. 3%～97. 5%,平均为80%; TDS介于93. 3～521. 1 mg·L~(-1),平均值为219. 1 mg·L~(-1),均为淡水;地下水类型以HCO_3-Ca、HCO_3-Ca·Mg和HCO_3-Ca·Na型水为主;地下水样品均分布在Gibbs模型左中部,说明该流域水化学离子组成受岩石风化作用控制;通过离子来源分析,该区主要离子来源于硅酸盐岩和碳酸盐岩的风化溶解.     

Feasibility and simulation model of a pilot scale membrane bioreactor for wastewater treatment and reuse from Chinese traditional medicine

The lack and pollution of water resource make wastewater reuse necessary. The pilot scale long-term tests for submerged membrane bioreactor were conducted to treat the effluents of anaerobic or aerobic treatment process for the high-strength Chinese traditional medicine wastewater. This article was focused on the feasibility of the wastewater treatment and reuse at shorter hydraulic retention time （HRT） of 5.0, 3.2 and 2.13 h. MLSS growth, membrane flux, vacuum values and chemical cleaning periods were also investigated. The experimental results of treating two-phase anaerobic treatment effluent demonstrated that the CODfilt was less than 100 mg/L when the influent COD was between 500-10000 mg/L at HRT of 5.0 h, which could satisfy the normal discharged standard in China. The experimental results to treat cross flow aerobic reactor effluent demonstrated that the average value of CODfilt was 17.28 mg/L when the average value of influent COD was 192.84 mg/L at HRT of 2.13 h during 106 d, which could completely meet the normal standard for water reuse. The maximum MLSS and MLVSS reached 24000 and 14500 mg/L at HRT of 3.2 h respectively. Membrane flux had maximal resume degrees of 94.7% at vacuum value of 0.02 MPa after cleaning. Chemical cleaning periods of membrane module were 150 d. A simulation model of operational parameters was also established based on the theory of back propagation neural network and linear regression of traditional mathematical model. The simulation model showed that the optimum operational parameters were suggested as follows： HRT was 5.0 h, SRT was 100 d, the range of COD loading rate was between 10.664-20.451 kg/（m3.d）, the range of MLSS was between 7543-13694 mg/L.     

有机改性膨润土对压载水入侵生物的治理研究

采用十六烷基三甲基铵(HDTMA+)改性膨润土为絮凝材料,以赤潮生物塔马亚历山大藻(Alexandrium tamarense)、常见海洋微藻新月菱形藻(Nitzchia closterium),明亮发光杆菌(Photobacterium phosphoreum)为有害生物对象,通过透射电镜(TEM)、扫描电镜(SEM)、傅里叶变换红外光谱(FTIR)观察HDTMA+与膨润土的反应机制,探讨了改性膨润土对压载水中有害生物的去除效果。结果表明:HDTMA+通过离子交换和表面吸附作用与膨润土发生了有效结合,改性后的有机膨润土具有较强的去除有害生物的能力。当有机膨润土的用量为0.030 g/L时,24 h内对塔马亚历山大藻的去除率大于85%,用量为0.060 g/L,新月菱形藻的去除率接近80%,并且浓度为0.30 g/L时发光菌已无法显示发光强度,而未经改性处理的原土在相同用量下没有表现出明显的去除作用。反应温度、老化时间、HDTMA+用量以及溶液的盐度、有机膨润土粒径等条件是影响有害生物去除效率的重要因素。     

微气泡曝气生物膜反应器同步硝化反硝化研究

同步硝化反硝化(SND)是废水处理中的新型生物脱氮工艺,和传统生物脱氮工艺相比具有显著的应用优势.本研究采用微气泡曝气固定床生物膜反应器,研究了SND过程中污染物去除效果并检测了生物膜功能菌群的变化情况.结果表明,在微气泡曝气固定床生物膜反应器内可以实现同步硝化反硝化,通过提高进水COD负荷和C∶N比,降低溶解氧(DO)浓度,同时增加填料床层孔隙率,可以改善SND效果.当进水COD负荷和总氮(TN)负荷为0.86 kg·(m3·d)-1和0.10 kg·(m3·d)-1,且填料床层孔隙率为81%时,COD和TN的去除率分别为97.6%和70.2%,实现了COD和TN的同步高效去除;同时,微气泡曝气对氧传质的强化作用使得氧利用率高达91.8%.此外,生物膜活性和硝化及反硝化功能菌群的变化,与反应器COD、氨氮和TN去除能力的变化基本一致.