固定化微藻流化床反应器去除低碳污水中氨氮的潜力

以固定化微藻颗粒为原料,通过搭建流化床反应器强化微藻对氨氮（NH₄⁺-N）的去除,设计了藻种、污水上升流速、光周期和光照强度四组单一变量实验,系统地研究了不同条件下微藻去除NH₄⁺-N的能力.结果表明,当以固定化斜生栅藻为原料、污水上升流速为6.8m/h、光周期为8：16h和光照强度为4800Lux时,NH₄⁺-N去除效果最优（96.7%）.在最优操作条件下,探究了COD为200mg/L时微藻去除NH₄⁺-N的潜力,结果表明,当NH₄⁺-N初始浓度不高于50mg/L时,NH₄⁺-N去除率高于95%.本实验建立了一套半连续微藻流化床实验方法,该方法显著减弱了微藻在生物同化过程中对有机碳源的依赖性,为低COD条件下微藻生物脱氮工艺的设计提供了技术参考和理论基础.     

大气细菌,霉菌数量与风速相关性初探

通过对大气细菌数量、霉菌数量与风速相关性的研究,得出齐市地区冬季气候寒冷,无相关性;春季气候干燥,风沙大,有相关性;雨后大气细菌数量与风速无相关性,大气霉菌数量与风速相关。     

Time dependent influx and efflux of phenol by immobilized microbial consortium

Phenol, like many other organic solvents, is toxic to micro-organisms even at low concentrations. However, some micro-organisms can withstand this toxicity to a certain concentration. To observe the uptake mechanism of phenol, bacteria were isolatedfrom a petroleum refinery effluent and identified. Study was carried out to understand the effect of varying sub-lethal concentrations of phenol, on all the isolated individual bacterial cultures. Out of the bacteria isolated, Serratia liquefaciens was found to tolerate phenol concentration up to 1500 mg l^-1. A microbial consortium of the isolated bacteriawas formulated and immobilized. Individual cultures were also immobilized and uptake of phenol by the immobilized micro-organisms was observed in a nutrient-rich and nutrient-stressed medium containing phenol as a sole source of carbon. A time-dependent uptake of phenol was exhibited by the micro-organismsin nutrient-stressed medium, after which a sudden increase in phenol concentration occurred in the extracellular medium, till it reached back to the initial concentration. This was attributedto an active efflux mechanism adopted by the micro-organisms to withstand the toxic shock.     

预处理的铜绿假单胞菌对Cu2+的生物吸附研究

从电镀废水污泥中分离，纯化获一高抗铜菌株，经鉴定为铜绿假单胞菌（Pseudomonas aeruginosa)，采用不同浓度盐酸对铜绿假单胞菌进行预处理，同时考察了不同因素如溶液的pH，温度，摇床转速，接触反应时间对未处理菌和预处理的影响，结果表明，经0．1NHCl预处理的菌体具有最佳吸附效果，pH、摇床转速对菌体的吸附具有较显著影响，温度对菌体吸附影响不大。     

游离附生假单胞菌对铜绿微囊蓝细菌中32P释放的影响

采用同位素示踪法，分析游离附生假单胞菌(Pseudomonas sp-)对富集^32P的铜绿微囊蓝细菌(Microcystis aeruginosa)中磷释放的影响．研究结果表明：在微囊蓝细菌生长的延迟期和对数期．游离附生假单胞菌的加入抑制了微囊蓝细菌中^32P的释放，而对蓝细菌的生长没有明显的影响；在微囊蓝细菌生长的稳定期和衰减期，假单胞菌促进其蓝细菌细胞内^32P的释放，同时也加速微囊蓝细菌的衰亡．假单胞菌对微囊蓝细菌^32P释放的促进作用是由于自身的吸磷能力导致的．假单胞菌的吸磷量由假单胞菌生物量和细胞内磷浓度决定，假单胞菌在微囊蓝细菌的整个生长阶段生物量不断增加，而体内^32P浓度在开始阶段很低．直到微囊蓝细菌进入稳定期才达到相对稳定。     

微生物固定化技术与载体结构的研究

分析微生物固定化的一般方法、常用固定化载体的特性 ;并通过实验研究固定化微生物颗粒处理微污染水的净水效能 ,分析载体结构对微生物固定化微生物活性的影响     

外源性稀土La和Ce对几种淡水微藻生长影响的研究

通过模拟培养实验,研究了不同质量浓度的稀土元素La3+和Ce3+对2种产地的微囊藻以及月牙藻增殖的影响.结果表明低质量浓度的La3+和Ce3+对2种微囊藻的刺激作用明显大于对月牙藻的刺激作用,说明稀土元素La3+和Ce3+在湖泊中的富集可能改变湖泊种群结构,有利于微囊藻在湖泊中形成优势种;高质量浓度的La3+和Ce3+对3种藻均有抑制生长的作用,当La3+和Ce3+的质量浓度为50.0 mg/L时,微囊藻的生长繁殖完全被抑制.     

化学发光流动注射法测定雨水中过氧化氢

用化学发光流动注射分析装置,将16孔阀连接成异步双流路,以过氧化氢-鲁米诺-钴(Ⅱ)为化学发光体系,建立了快速测定雨水中过氧化氢的方法,最低检测限为0.1ng/ml,在0.1—400ppb范围内有良好的线性关系,相对标准差为0.78—3.03％,每小时可分析480个以上的样品.     

Adsorption of Co(Ⅱ) from aqueous solutions by water treatment residuals

A study on the removal of Co(Ⅱ) from aqueous solutions by water treatment residuals(WTR)was conducted in batch conditions. The sorption process of Co(Ⅱ) followed pseudosecondorder kinetics, with 30 hr required to reach equilibrium. Using the Langmuir adsorption isotherm model, a relatively high maximum sorption capacity of 17.31 mg/g Co(Ⅱ) was determined. The adsorption of Co(Ⅱ) was dependent on pH values and was affected by the ionic strength. Results show that Co(Ⅱ) adsorption was a spontaneous endothermic process and was favorable at high temperature. Most of the adsorbed Co(Ⅱ) stayed on the WTR permanently, whereas only small amounts of adsorbed Co(Ⅱ) were desorbed. The shifting of peaks in FT-IR spectra indicated that Co(Ⅱ) interacted with the WTR surface through strong covalent bond formation with Fe(Al)–O functional groups. It was concluded that WTR can be a suitable material from which to develop an efficient adsorbent for the removal of Co(Ⅱ) from wastewater.     

水体pH值时空变化条件下絮凝除藻剂的pH值优化

研究了由光照、水深等造成的水体pH值变化对絮凝剂除藻效果的影响,并监测絮凝前后不同深度的水体pH值。结果表明:1)当水体pH值无垂向分层,但随光照在8.5~10.5变化时,表层水体终点pH值为5.8~7.9,除藻效率均高于80%,此时中下层水体pH值为5.4~8.0;2)当水体pH值有垂向分层,表层水体终点pH值为7.0~7.3时,除藻效率均高于80%,此时中下层水体pH值为7.0~7.1;3)水池实验中,当表层水体终点pH为6.8时,除藻率高达99.33%,此时中下层水体pH值为7.0~7.1,池水清澈见底。上述结果说明:不论水体pH值是否垂向分层,控制表层水体终点pH值为6.8~7.3时既能有效除藻,也不会使底层水体pH值过低;水体pH值有垂向分层时,絮凝剂的pH值应高于无垂向分层时的情况。