水解酸化＋两级生物接触氧化处理高盐度水产品加工废水

介绍了“水解酸化＋两级生物接触氧化”处理水产品加工废水的运行效果和工程实例，结果表明：对C1^-浓度平均6000mg／L的高盐度水产品加工废水，系统对COD、SS、氨氮的去除率分别超过了88％、90％、85％，出水COD、SS、氨氮分别低于100mg／L、70mg／L、15mg／L，出水完全可以达到《污水综合排放标准》（GB8978—1996）一级排放标准。     

混凝沉淀-水解酸化-生物吸附-UBF-接触氧化一氧化沟-吸附工艺处理聚醚多元醇废水

对聚醚多元醇废水采用混凝沉淀-水解酸化-生物吸附-UBF-接触氧化一氧化沟-吸附等进行连续处理。结果表明，该处理工艺具有废水处理效果好、出水水质稳定（出水水质达GB8978—1996中的一级标准）、操作管理方便等优点，是处理该类化工废水的有效方法之一。     

Sex‐specific and dose‐response relationships of urinary cobalt and molybdenum levels with glucose levels and insulin resistance in U.S. adults

Growing studies have linked metal exposure to diabetes risk. However, these studies had inconsistent results. We used a multiple linear regression model to investigate the sex-specific and dose-response associations between urinary metals (cobalt (Co) and molybdenum (Mo)) and diabetes-related indicators (fasting plasma glucose (FPG), hemoglobin A1c (HbA1c), homeostasis model assessment for insulin resistance (HOMA-IR), and insulin) in a cross-sectional study based on the United States National Health and Nutrition Examination Survey. The urinary metal concentrations of 1423 eligible individuals were stratified on the basis of the quartile distribution. Our results showed that the urinary Co level in males at the fourth quartile (Q4) was strongly correlated with increased FPG (β = 0.61, 95% CI: 0.17–1.04), HbA1c (β = 0.31, 95% CI: 0.09–0.54), insulin (β = 8.18, 95% CI: 2.84–13.52), and HOMA–IR (β = 3.42, 95% CI: 1.40–5.44) when compared with first quartile (Q1). High urinary Mo levels (Q4 vs. Q1) were associated with elevated FPG (β = 0.46, 95% CI: 0.17–0.75) and HbA1c (β = 0.27, 95% CI: 0.11–0.42) in the overall population. Positive linear dose-response associations were observed between urinary Co and insulin (P_nonlinear = 0.513) and HOMA–IR (P_nonlinear = 0.736) in males, as well as a positive linear dose-response relationship between urinary Mo and FPG (P_nonlinear = 0.826) and HbA1c (P_nonlinear = 0.376) in the overall population. Significant sex-specific and dose-response relationships were observed between urinary metals (Co and Mo) and diabetes-related indicators, and the potential mechanisms should be further investigated.     

气浮-生物接触氧化集成技术处理受污染水源水研究

针对受污染水源水,采用气浮-生物接触氧化集成技术进行中试研究,考察各影响因素对污染物去除效果的影响,优化工艺参数和运行条件,并进行了冬季低温运行研究.与现有生化-气浮串联工艺比较,处理受污染原水(NH3-N质量浓度为5～7 mg·L-1),集成装置能取得更好的处理效果,而且具有占地小、能耗低等优点.     

Acid resistance of methanogenic bacteria in a two-stage anaerobic process treating high concentration methanol Wastewater

In this study, the two-stage upflow anaerobic sludge blanket (UASB) system and batch experiments were employed to evaluate the performance of anaerobic digestion for the treatment of high concentration methanol wastewater. The acid resistance of granular sludge and methanogenic bacteria and their metabolizing activity were investigated. The results show that the pH of the first UASB changed from 4.9 to 5.8 and 5.5 to 6.2 for the second reactor. Apparently, these were not the advisable pH levels that common methanogenic bacteria could accept. The methanogenic bacteria of the system, viz. Methanosarcina barkeri, had some acid resistance and could still degrade methanol at pH 5.0. If the methanogenic bacteria were trained further, their acid resistance would be improved somewhat. Granular sludge of the system could protect the methanogenic bacteria within its body against the impact of the acidic environment and make them degrade methanol at pH 4.5. The performance of granular sludge was attributed to its structure, bacteria species, and the distribution of bacterium inside the granule. Translated from Acta Scientiae Circumstantiae, 2004, 24(4): 633–636 [译自: 环境科学学报]     

大型测控设备的接地系统设计与探讨

介绍了接地的目的和种类,针对大型测控设备对接地电阻值的要求,提出了区域面积受限的接地系统设计方案,并对接地电阻进行了详细分析、计算和比较,选出了合理的接地方案进行施工,竣工后对接地系统的接地电阻值进行检测,检测结果满足测控设备接地电阻的要求.     

化学降阻剂在山地环境中的应用研究

把山地环境划分为4种类型,并对各自的特点进行了分析.从导电机理和降阻机理两个方面分析了化学降阻剂的降阻功能,根据不同地质条件讨论了化学降阻剂的合理选择,并对化学降阻剂的应用方法和技术进行了研究,为山区防雷提供一定的参考价值.     

接触氧化法处理印刷胶片废水存在问题与改进研究

接触氧化法处理印刷胶片生产废水，实际处理效率只有设计效率的５０％左右。通过可生化性验证、生化实验对比研究，采用水解酸化－接触氧化－气浮工艺处理该废水可实现达标排放     

粉煤灰和生石灰对生活污水污泥脱水影响研究

通过比阻和泥饼含水率的测定,进行污泥脱水的粉煤灰(含粗、细)、生石灰投加实验。单独投加实验表明,在投量10g/100mL时,细粉煤灰(0.075mm筛下)能使比阻值降低91.8%,效果稍次于生石灰;且细粉煤灰降低泥饼含水率的效果最好。联合、单独投加对比实验表明,投量10g/100mL时,粉煤灰与生石灰以1∶1(质量比)联合投加降低比阻值达99.8%,效果好于二者单独投加;但联合投加降低泥饼含水率的效果不如单独投加粉煤灰,仅与生石灰的效果相当。     

二段生物接触氧化法处理城市污水评析

介绍了二段生物接触氧化法的构成、特点、运行情况、脱氮除磷效果及生物填料的选择,并进行了技术经济分析,最后总结了该工艺在城市污水处理厂中的应用情况.