河岸材料对河流有机污染物净化能力的影响

在河流水质号模型(RWQM1)的基础上,根据河岸材料影响河流对有机污染物净化能力的机理,建立了"简化河流水质1号模型"(S-RWQM1),并利用该模型模拟受河岸材料影响的生物化学反应过程,以及分析河岸材料及水体中微生物含量、代谢状况、有机污染物降解率与模型参数的相关性。对S-RWQM1的动力学参数进行灵敏度分析,发现对CODCr组分中易生物降解溶解性有机物Ss以及异养菌XH模拟计算结果影响较大的参数分别为异养菌好氧生长速率常数Kgro,H,aer,T0、异养菌好氧内源呼吸速率常数Kresp,H,aer,T0。相关性分析结果显示,以釉面瓷砖、透水砖、松木片为河岸材料的微生物脂磷含量、甲基萘醌与泛醌的摩尔比值MK/UQ、有机污染物降解率与模型参数中Kgro,H,aer,T0的相关系数分别为0.995、-0.904、0.988;格宾护岸的微生物脂磷含量、有机污染物降解率与Kgro,H,aer,T0的相关系数分别为0.862、0.990,与Kresp,H,aer,T0的相关系数分别为0.951、0.997。通过调整Kgro,H,aer,T0以及Kresp,H,aer,T0值,可提高CODCr模拟精度。结果表明,S-RWQM1可较好地反映河岸材料对水体中有机污染物净化能力的影响。     

混合酸浸提—原子吸收法测定土壤中铜

建立了混合酸浸提对土壤样品进行前处理,并运用空气-乙炔火焰原子吸收法(FAAS)分析土壤中铜的方法。结果表明:最佳前处理条件为混合酸HNO 3+HCl(1+1),浸提温度100℃,浸提时间120 min。该方法前处理简单,测定快速、结果准确,同时经多次进行加标试验验证,其结果样品测定相对标准偏差为2.2%,其回收率为95%~101%,方法可行,应用于土壤样品的微量元素分析。     

提高武器装备环境适应性对策研究

介绍了环境适应性的概念,从理论层面分析了武器装备论证、研制、设计定型和使用等全寿命周期,提出了全面、科学、系统的对策,来提高武器装备环境适应性水平,发挥出其应有的作战效能,更好地应对未来各种军事威胁,为加快转变战斗力生成模式提供坚实的基础。     

熏蒸废水一体化处理工艺分析研究——以四川某生物防治公司为例

四川某生物防治公司在利用磷化氢与二氧化碳混合气体熏蒸处理烟草和粮食杀菌生产过程中产生少量废水。废水主要含氢氧化铝等固体废物,具有产生量小、SS浓度大、颗粒物粒径极小、色度大、溢出气含腐蚀性等特点,对客户感官产生不适。结合该公司实例介绍了以"沉淀+一体化负压两级过滤"为主体的处理工艺的熏蒸废水处理过程。经过处理,该公司生产废水中SS和色度去除率可达到99.3%与98.1%,出水可满足相关标准与相应感官要求。     

环境规划实施效果评估方法比较研究

科学合理的评估方法体系对于环境规划的实施绩效起着不可替代的作用。为更有效地开展环境规划实施效果的评估,总结国内外关于环境规划实施效果的评估方法,重点概述了对比分析、逻辑框架、环境经济预测分析、环境绩效评估等评估方法。并对这几类方法进行了对比分析,剖析各方法应用的区域范围、评估的步骤、优点和局限性及评估重点等,总结出建立有效的环境规划实施效果评估方法体系,需要综合各种方法,并就具体的环境规划而言,选择合适方法,综合运用,为环境规划实施效果评估的深入开展和具体实施提供理论依据。     

精制棉废水处理技术进展研究

精制棉广泛用于食品、医药、电子和日化等行业,但废水量大,尤其是蒸煮黑液,色度高、COD值高和可生化性差,处理的工艺复杂、处理成本较高,一直是环境工程领域的难点.本文首先介绍了精制棉废水的来源及性质,重点分析和总结了精制棉废水的炉渣和粉煤灰、酸析、电解和高级氧化预处理技术,并对精制棉废水的生物处理技术和工程实践进行了概括总结.针对精制棉废水的来源和性质,对精制棉废水处理技术的发展方向进行了展望.     

Differential responses of short-term soil respiration dynamics to the experimental addition of nitrogen and water in the temperate semi-arid steppe of Inner Mongolia, China

We examined the effects of simulated rainfall and increasing N supply of different levels on CO2 pulse emission from typical Inner Mongolian steppe soil using the static opaque chamber technique, respectively in a dry June and a rainy August. The treatments included NH4NO3 additions at rates of 0, 5, 10, and 20 g N/（m2.year） with or without water. Immediately after the experimental simulated rainfall events, the CO2 effluxes in the watering plots without N addition （WCK） increased greatly and reached the maximum value at 2 hr. However, the efflux level reverted to the background level within 48 hr. The cumulative CO2 effluxes in the soil ranged from 5.60 to 6.49 g C/m2 over 48 hr after a single water application, thus showing an increase of approximately 148.64% and 48.36% in the efftuxes during both observation periods. By contrast, the addition of different N levels without water addition did not result in a significant change in soil respiration in the short term. Two-way ANOVA showed that the effects of the interaction between water and N addition were insignificant in short-term soil COz efftuxes in the soil. The cumulative soil CO2 fluxes of different treatments over 48 hr accounted for approximately 5.34% to 6.91% and 2.36% to 2.93% of annual C emission in both experimental periods. These results stress the need for improving the sampling frequency after rainfall in future studies to ensure more accurate evaluation of the grassland C emission contribution.     

Biogenic C-doped titania templated by cyanobacteria for visible-light photocatalytic degradation of Rhodamine B

Cyanobacteria, which occurred in eutrophic water harvest solar light to carry out photosynthesis with high efficiency. In this work, cyanobacteria （Microcystis sp.） were used as biotemplate to synthesize titania structure. The synthesized titania sample had similar morphology to that of the original template in spite of the fragile unicellular structures and extremely high water content of cyanobacterial cells. Incorporation of biogenic C, as well as the morphology inherited from biotemplate improved visible- light absorbance of the titania structure. The sample exhibited higher visible-light photocatalytic activity than commercial titania photocatalyst Degussa P25 for Rhodamine B （RhB） degradation. Compared with those C-doped titania photocatalysts prepared by other methods, cyanobacteria templated titania photocatalyst offer some potential for competitive advantages. The reported strategy opened up a new use for the cyanobacteria. It could also be used for titania in applications such as treatment of polluted water, dye-sensitized solar cells, or other regions.     

Quantification of viable bacteria in wastewater treatment plants by using propidium monoazide combined with quantitative PCR (PMA-qPCR)

The detection of viable bacteria in wastewater treatment plants(WWTPs) is very important for public health, as WWTPs are a medium with a high potential for waterborne disease transmission. The aim of this study was to use propidium monoazide(PMA) combined with the quantitative polymerase chain reaction(PMA-qPCR) to selectively detect and quantify viable bacteria cells in full-scale WWTPs in China. PMA was added to the concentrated WWTP samples at a final concentration of 100 μmol/L and the samples were incubated in the dark for 5 min, and then lighted for 4 min prior to DNA extraction and qPCR with specific primers for Escherichia coli and Enterococci, respectively. The results showed that PMA treatment removed more than 99% of DNA from non-viable cells in all the WWTP samples, while matrices in sludge samples markedly reduced the effectiveness of PMA treatment. Compared to qPCR, PMA-qPCR results were similar and highly linearly correlated to those obtained by culture assay, indicating that DNA from non-viable cells present in WWTP samples can be eliminated by PMA treatment, and that PMA-qPCR is a reliable method for detection of viable bacteria in environmental samples. This study demonstrated that PMA-qPCR is a rapid and selective detection method for viable bacteria in WWTP samples, and that WWTPs have an obvious function in removing both viable and non-viable bacteria. The results proved that PMA-qPCR is a promising detection method that has a high potential for application as a complementary method to the standard culture-based method in the future.     

大牛地气田污水预处理药剂加量研究

大牛地气田污水水质总体呈现高浊度、高矿化度、高腐蚀性、高含铁量及低pH值"四高一低"的特点。预处理阶段对后续处理过程起着重要的作用,试验确定了该阶段的加药量,提出了"一控二适量"的加药原则,选定JH-1、JH-2、JH-3的加量分别为300、50和2mg/L配合使用,使污水pH值控制在8.0～8.4之间,既节省了运行费用,又极大地缓解了处理过程中设备的结垢堵塞现象。