幼儿环境教育实施策略的探讨

开展幼儿环境教育实践的目的是让幼儿成为环境的主人,引导他们自主地欣赏,观察日常生活中具体的环境要素和环境问题,使他们懂得我们周围的环境与人类的一切活动息息相关,并使幼儿逐步养成与环境友善的行为习惯。     

大型CFB锅炉安全问题与对策

根据CFB锅炉运行的特点,重点分析了大型CFB锅炉存在的锅炉磨损、冷渣器故障、给煤系统故障、浇注料破坏脱落以及锅炉膨胀等安全问题,提出对策措施。     

压缩天然气加气母站安全评价中若干问题的探讨

针对加气母站安全评价中存在的安全许可方式分类、设计适用标准选择、消防系统设计、移动重大危险源辨识等方面的问题进行了分析和探讨,提出了一些参考性的想法和建议,以便更好地统一和规范加气母站的安全评价工作。     

宁波南沙港网箱养殖水域营养状况评价及生物修复策略

根据2007年1月-2007年11月4个航次对宁波南沙港网箱养殖水域水体营养盐（NO2--N、NO3--N、NH 4＋-N和PO34--P）含量的监测结果,利用营养指数E法对水体的富营养化状态进行了评价。根据网箱养殖系统物质平衡方程和现场调查实验数据,估算了南沙港网箱养殖水域的氮磷污染负荷,以溶解态氮作为平衡指标,估算了鱼藻类合理的配比模式。结果表明,南沙港水体中NO2--N、NO3--N、NH4＋-N、PO4-P含量年变化范围分别为0.26μmol/L～4.86μmol/L,33.93μmol/L～82.86μmol/L,0.59μmol/L～7.86μmol/L,1.47μmol/L～2.97μmol/L,不同养殖区之间营养盐含量差异不显著（p〈0.05）;营养指数E值年变化范围介于2.41～15.99之间,表明该港水体处于重度富营养化状态;养殖区N/P值的年平均值为32.95,表明南沙港海区是一个氮过剩的养殖系统。南沙港网箱养殖水域氮、磷的负荷量分别为70.43 t/a和5.96 t/a,其中溶解态氮、磷负荷量分别为49.3 t/a和2.38 t/a;南沙港的藻类养殖面积需要在现有基础上再扩大0.44倍,达到107.52 ha,才可以与网箱养殖系统的氮磷污染负荷构成平衡;网箱养殖个数与藻类养殖面积（ha）的合理配比约为1∶0.027。     

Effects of sterilization treatments on the analysis of TOC in water samples

Decomposition experiments conducted with and without microbial processes are commonly used to study the effects of environmental microorganisms on the degradation of organic pollutants.However,the effects of biological pretreatment (sterilization) on organic matter often have a negative impact on such experiments.Based on the principle of water total organic carbon (TOC) analysis,the effects of physical sterilization treatments on determination of TOC and other water quality parameters were investigated.The results revealed that two conventional physical sterilization treatments,autoclaving and 60 Co γ-radiation sterilization,led to the direct decomposition of some organic pollutants,resulting in remarkable errors in the analysis of TOC in water samples.Furthermore,the extent of the errors varied with the intensity and the duration of sterilization treatments.Accordingly,a novel sterilization method for water samples,0.45 μm micro-filtration coupled with ultraviolet radiation (MCUR),was developed in the present study.The results indicated that the MCUR method was capable of exerting a high bactericidal effect on the water sample while significantly decreasing the negative impact on the analysis of TOC and other water quality parameters.Before and after sterilization treatments,the relative errors of TOC determination could be controlled to lower than 3% for water samples with different categories and concentrations of organic pollutants by using MCUR.     

Catalytic performance of Fe3O4-CoO/Al2O3 catalyst in ozonation of 2-(2,4-dichlorophenoxy)propionic acid, nitrobenzene and oxalic acid in water

Fe3O4-CoO/Al2O3 catalyst was prepared by incipient wetness impregnation using Fe(NO3) 3·9H2O and Co(NO3) 2·6H2O as the precursors,and its catalytic performance was investigated in ozonation of 2-(2,4-dichlorophenoxy) propionic acid(2,4-DP) ,nitrobenzene and oxalic acid.The experimental results indicated that Fe3O4-CoO/Al2O3 catalyst enabled an interesting improvement of ozonation eciency during the degradation of each organic pollutant,and the Fe3O4-CoO/Al2O3 catalytic ozonation system followed a radical-type mechanism.The kinetics of ozonation alone and Fe3O4-CoO/Al2O3 catalytic ozonation of three organic pollutants in aqueous solution were discussed under the mere consideration of direct ozone reaction and OH radical reaction to well investigate its performance.In the catalytic ozonation of 2,4-DP,the apparent reaction rate constants(k) were determined to be 1.456×10-2 min-1 for ozonation alone and 4.740×10-2 min-1 for O3/Fe3O4-CoO/Al2O3.And O3/Fe3O4-CoO/Al2O3 had a larger Rct(6.614×10-9) calculated by the relative method than O3 did(1.800×10-9) ,showing O3/Fe3O4-CoO/Al2O3 generated more hydroxyl radical.Similar results were also obtained in the catalytic ozonation of nitrobenzene and oxalic acid.The above results demonstrated that the catalytic performance of Fe3O4-CoO/Al2O3 in ozonation of studied organic substance was universal to a certain degree.     

城郊小河流沉积物吸附Pb2+的动力学过程

采用分批试验法,对城郊小河流沉积物吸附Pb2+过程进行了研究,探讨了Pb2+吸附的动力学过程和机制.结果表明,随着溶液中沉积物质量增大,达到吸附平衡所需时间变短,单位沉积物吸附量和达到吸附平衡后溶液中Pb²⁺浓度变低;沉积物含量>0.6 g·L^-1时对溶液中Pb²⁺的去除率超过95%;Pb²⁺在沉积物上吸附的动力学过程符合假二级动力学模型,该模型拟合的平衡吸附量也更接近真实值;Pb²⁺初始吸附速率与初始溶液中沉积物质量无明显的相关性;随溶液中沉积物浓度的增加,吸附速率常数逐渐增大,化学吸附所起的作用也越显著;较高浓度沉积物吸附Pb²⁺的动力学机制能较好符合Elovich方程,但较低浓度沉积物时则相对较差;从吸附速率来看,溶液中沉积物质量较高时,内扩散是整个吸附过程速率的控制步骤,沉积物含量较低时,吸附速率存在多级线性过程,初始阶段非均相扩散是主要控制步骤,但随着时间的延长,其吸附过程转变为沉积物内部的扩散过程.     

Reference gene validation for quantification of gene expression during final oocyte maturation induced by diethylstilbestrol and di-(2-ethylhexyl)-phthalate in common carp

Final oocyte maturation is the key step to successful spawning and fertilization.Quantitative real-time PCR(q PCR) is the technique of election to quantify the abundance of functional genes in such study. Reference gene is essential for correct interpretation of q PCR data. However, an ideal universal reference gene that is stable under all experimental circumstances has not been described. Researchers should validate their reference genes while performing q PCR analysis. The expression of 6 candidate reference genes: 18 s r RNA,28 s r RNA, Cathepsin Z, Elongation factor 1-α, Glyceraldehyde-3-phosphate dehydrogenase andβ-actin were investigated during final oocyte maturation induced by different compounds(DES and DEHP) in common carp(Cyprinus carpio). Four softwares(Bestkeeper, ge Norm,Norm Finder and Ref Finder) were used to screen the most stable gene in order to evaluate their expression stability. The results revealed that EF1α was highly stable expressed when final oocyte maturation was induced by DES, while gapdh was the most stable gene when final oocyte maturation was induced by DEHP. Stable expressed reference gene selection is critical for all q PCR analysis to get accurate target gene m RNA expression information.     

Volatile organic compound emissions from straw-amended agricultural soils and their relations to bacterial communities: A laboratory study

A laboratory study was conducted to investigate volatile organic compound(VOC) emissions from agricultural soil amended with wheat straw and their associations with bacterial communities for a period of 66 days under non-flooded and flooded conditions. The results indicated that ethene, propene, ethanol, i-propanol, 2-butanol, acetaldehyde, acetone,2-butanone, 2-pentanone and acetophenone were the 10 most abundant VOCs, making up over 90% of the total VOCs released under the two water conditions. The mean emission of total VOCs from the amended soils under the non-flooded condition(5924 ng C/(kg·hr)) was significantly higher than that under the flooded condition(2211 ng C/(kg·hr)). One "peak emission window" appeared at days 0–44 or 4–44, and over 95% of the VOC emissions occurred during the first month under the two water conditions. Bacterial community analysis using denaturing gradient gel electrophoresis(DGGE) showed that a relative increase of Actinobacteria, Bacteroidetes, Firmicutes and γ-Proteobacteria but a relative decrease of Acidobacteria with time were observed after straw amendments under the two water conditions. Cluster analysis revealed that the soil bacterial communities changed greatly with incubation time, which was in line with the variation of the VOC emissions over the experimental period. Most of the above top 10 VOCs correlated positively with the predominant bacterial species of Bacteroidetes, Firmicutes and Verrucomicrobia but correlated negatively with the dominant bacterial species of Actinobacteria under the two water conditions. These results suggested that bacterial communities might play an important role in VOC emissions from straw-amended agricultural soils.     

Advanced treatment of wet-spun acrylic fiber manufacturing wastewater using three-dimensional electrochemical oxidation

A three-dimensional electrochemical oxidation(3D-EC) reactor with introduction of activated carbon(AC) as particle micro-electrodes was applied for the advanced treatment of secondary wastewater effluent of a wet-spun acrylic fiber manufacturing plant. Under the optimized conditions(current density of 500 A/m~2, circulation rate of 5 mL/min, AC dosage of 50 g, and chloride concentration of 1.0 g/L), the average removal efficiencies of chemical oxygen demand(COD_(cr)), NH3–N, total organic carbon(TOC), and ultraviolet absorption at 254 nm(UV_(254)) of the 3D-EC reactor were 64.5%, 60.8%, 46.4%, and 64.8%, respectively; while the corresponding effluent concentrations of COD_(cr), NH_3–N, TOC, and UV_(254) were 76.6, 20.1, and42.5 mg/L, and 0.08 Abs/cm, respectively. The effluent concentration of COD_(cr) was less than 100 mg/L, which showed that the treated wastewater satisfied the demand of the integrated wastewater discharge standard(GB 8978-1996). The 3D-EC process remarkably improved the treatment efficiencies with synergistic effects for COD_(cr), NH_3–N, TOC, and UV_(254) during the stable stage of 44.5%, 38.8%, 27.2%, and 10.9%, respectively, as compared with the sum of the efficiencies of a two-dimensional electrochemical oxidation(2D-EC) reactor and an AC adsorption process, which was ascribed to the numerous micro-electrodes of AC in the 3D-EC reactor. Gas chromatography mass spectrometry(GC–MS) analysis revealed that electrochemical treatment did not generate more toxic organics, and it was proved that the increase in acute biotoxicity was caused primarily by the production of free chlorine.