经饮水亚慢性铝染毒对大鼠血铁及相关蛋白水平的影响

为了探讨慢性铝暴露对大鼠铁代谢的影响,将100只4周龄清洁级雄性Wistar大鼠随机均分成摄铝组(430mg·L-1,以Al3+计)与对照组(蒸馏水),饮水染铝,每隔30d处死染铝大鼠和对照大鼠各10只,实验周期为150d.同时,在不同时间点(30d、60d、90d、120d、150d)测量大鼠体重,并进行协方差分析.最后,用火焰原子吸收分光光度法、固相竞争ELISA和比色法检测血浆Al、Fe、转铁蛋白(TF)、可溶性转铁蛋白受体(sTfR)含量及总铁结合力(TIBC).结果表明,在摄铝前期(90d前),染铝对大鼠体重无显著影响,而后期(120d后)染铝对大鼠体重抑制作用较大.在实验周期内,各时间点间对照组血浆中各指标均无显著差异,摄铝组随着时间的延长各指标变化较大.各时间点摄铝组血浆中Al含量及Al/Fe均显著高于对照组(p0.01);30d时摄铝组血浆中Fe含量与对照组相比无显著差异(p0.05),60、90、120d时均显著低于对照组(p0.01),150d时显著高于对照组(p0.01);30、60d时摄铝组血浆TF含量与对照组相比无显著差异(p0.05),90d后显著高于对照组(p0.05;p0.01);30、60d时摄铝组TIBC与对照组相比无显著差异(p0.05),其后各时间点均显著高于对照组(p0.01);30d时摄铝组sTfR含量与对照组相比无显著差异(p0.05),其后各时间点均显著低于对照组(p0.01).由此可见,铝可干扰大鼠体内铁的代谢,影响铁的生物学作用.     

曝气强度对膜生物反应器污泥混合液可滤性的影响

主要研究了曝气强度对膜生物反应器(MBR)膜污染的影响.2套MBR采用恒流出水模式连续运行60 d,曝气强度分别为500及100 L/h,应用死端过滤装置来检测不同阶段污泥混合液的可滤性.实验中对不同曝气强度下的溶解性微生物代谢产物(SMP)分子质量分布、颗粒粒径分布、胞外聚合物(EPS)含量进行了测定.结果表明,过高的曝气强度将恶化污泥混合液的可滤性,增加了膜污染速率.进一步研究表明,曝气强度的增加导致了污泥混合液上清液中相对分子质量>10000的SMP浓度的增加,此部分大分子有机物浓度直接影响了污泥混合液的可滤性.过高的曝气强度也导致了污泥絮体中1～10μm细小颗粒和EPS含量的增加.     

超声波在低声能密度下处理污泥的实验研究

文章采用超声波在0.014W/mL、0.025W/mL、0.031W/mL、0.035W/mL四个声能密度水平下,作用时间在0～60min范围内对生活污水厂污泥进行处理。研究结果表明:在低声能密度下,超声波处理污泥45min可以使可溶性化学需氧量(SCOD)溶出率超过10%,同时可以使污泥中氨氮的含量降到5mg/L左右。     

红霉素废液生产单细胞蛋白的发酵条件研究

采用单因素及正交方法,以微生物含量为主要检测指标,研究红霉素废液生产单细胞蛋白的工艺条件。探讨了接菌量、发酵培养基中废液含量、发酵时间、发酵pH值、氮源等因素对单细胞蛋白产量的影响。结果表明,红霉素废液发酵生产蛋白的适宜条件为:发酵培养基中废液含量20%,接菌量6%,pH=6,发酵时间72h。     

蛋白质模式构建消防战勤保障体系的探讨

战勤保障是一个系统工程,利用蛋白质模式分层次、分功能组建战勤保障中队,不同层级区域战勤保障中心,形成一个多功能的战勤保障网络,在建设中加强评估监督增强战勤保障体系的保障能力.     

温度对膜生物反应器运行特性及膜污染的影响

温度对膜生物反应器（MBR）污染物去除效果和膜污染速率都有很大的影响。采用两套相同的MBR蓑置在冬季运行,其中一套维持20℃的恒温,另一套水温与周围环境相同。对两套装置处理效果及膜污染速率进行对比,并通过反应器中溶解性微生物产物（SMF）、胞外聚合物（EPS）含量、污泥粒径分布扣膜面污染物的比较,分析温度对MBR运行的影响。研究结果表明膜对污染物的截留能有效补偿低温时微生物作用的不足,因此低温对出水水质并没有显著的影响。此外,低温时虽然SMP和EPS的释放增加,但并没有引起膜污来的加剧。相反地,低温时污泥粒径较高温时小,而粒径较大的颗粒更易沉积于膜表面,因此低温时膜面固体物质含量较低,膜污染速率反而比高温时低。     

Effectiveness of fluidized pellet bed for removing soluble contaminants

Fluidized pellet bed (FPB) has been successfully applied in water and wastewater treatment. However, the removal mechanism of contaminants especially the soluble ones, is still unclear. This study aimed to evaluate the e ectiveness of FPB reactor for removing soluble contaminants from synthetic wastewater. By only coagulation through jar test operation with addition of polyaluminium chloride (PACl) as primary coagulant and polyacryamide (PAM) as coagulant-aid, the removals of soluble chemical oxygen demand (COD), total phosphorus (TP), and NH4 +-N were found to be only 2.2%–7.5%, 5.7%–25.5%, and 9.9%–18.5%, respectively. However, by FPB operation under the same dosage of coagulants, these values increased to 82.7%, 37.2%, and 50%, indicating that the formation of pellets in the FPB e ectively enhanced the removal of soluble contaminants. By careful comparison of the settleablility and filterability of the pollutants after coagulation, the originally soluble contaminants could be divided into three groups, namely: (1) coagulated-andsettleable, (2) coagulated-but-nonsettleable, and (3) uncoagulable. It was found that not only the first two groups but also a large part of the third group could be e ectively removed by FPB operation. However, the mechanism for the removal of the uncoagulable pollutants by FPB operation still needs further investigation.     

Partitioning of water soluble organic carbon in three sediment size fractions： Effect of the humic substances

Water soluble organic carbon (WSOC) in sediments plays an important role in transference and transformation of aquatic pollutants. This article investigated the inherent mechanisms of how sediemnt grain size affect the partitioning coeffcient (k) of WSOC. Influences of NaOH extracted humic substances were particularly focused on. Sediments were sampled from two cross-sections of the middle Yellow River and sieved into three size fractions (< 63 μm, 63-100 μm, and 100--300 μm). The total concentration of WSOC in sediments (CWSOC) and k were estimated using multiple water-sediment ratio experiments. Results show that CWSOC ranges from 0.012 to 0.022 mg/g, while k ranges from 0.8 to 3.9 L/kg. Correlations between the spectrum characteristics of NaOH extracted humic substances and k were analyzed. Strong positive correlations are determined between k and the aromaticity indicators of NaOH extracted humic substances in different sediment size fractions. Comparing with finer fractions (< 63 μm), k is higher in larger size fractions (63--100 and 100--300 μm) related to higher aromaticity degree of NaOH extracted humic substances mostly. While negative relationship between k and the area ratio of fourier transform infrared spectroscopy (FT-IR) at 3400 and 1430 cm-1 implied that the lowest k was related to the highest concentration of the acidic humic groups in particles < 63 μm. WSOC in finer fractions (< 63 μm) is likely to enter into pore water, which may further accelerate the transportation of aquatic contaminants from sediment to water.     

Biodegradability of soil water soluble organic carbon extracted from seven di erent soils

Water soluble organic carbon (WSOC) is considered the most mobile and reactive soil carbon source and its characterization is an important issue for soil ecology study. A biodegradability test was set up to study WSOC extracted from 7 soils di erently managed. WSOC was extracted from soil with water (soil/water ratio of 1:2, W/V) for 30 min, and then tested for biodegradability by a liquid state respirometric test. Result obtained confirmed the finding that WSOC biodegradability depended on the both land use and management practice. These results suggested the biodegradability test as suitable method to characterize WSOC, and provided useful information to soil fertility.     

Degradation and detoxification of microcystin-LR in drinking water by sequential use of UV and ozone

Microcystins (MCs) produced by cyanobacteria are strong hepatotoxins and classified as possible carcinogens.MCs pose a considerable threat to human health through tainted drinking and surface waters.Herein filtrated water from a waterworks in Harbin,China,was spiked with microcystin-LR (MC-LR) extracted from a toxic scum of microcystis aeruginosa,and the spiked sample waters were treated using UV irradiation with consequent ozonation process (UV/O3),compared with ozonation at a dose range commonly applied in water treatment plants,UV irradiation at 254 nm and UV irradiation combined with ozonation (UV+O3),respectively.The remaining of toxins were analyzed using high-performance liquid chromatography and also determined using a protein phosphatase type 2A inhibition assay,which was utilized to evaluate the reduction in toxicity.Results indicated that in comparison to other three processes (O3,UV,and UV+O3),UV/O 3 process could effectively decrease both the concentration and toxicity of MC-LR at 100 μg/L level after 5 min UV irradiation with consequent 5 min ozonation at 0.2 mg/L (below 1 μg/L),while 0.5 mg/L ozone dose was required for the level below 0.1 μg/L.The addition of an UV treatment step to the existing treatment train may induce significant transformation of micropollutants and breaks down the natural organic matters into moieties unfavorable for ozone decomposition,stabilizing the ozone residual.These findings suggested that sequential use of UV and ozone may be a suitable method for the removal of these potentially hazardous microcystins from drinking water.