杭州湾海底输油管道防水体污染措施的探讨

1杭州湾海底输油管道及其海域基本情况杭州湾位于浙江省北部、上海市南部,东有舟山群岛,西有钱塘江注入,海底敷设有3条平行且相距50m的φ711mm、φ762mm、φ273mm管道,输送进口原油和石脑油。海底管道由慈溪新浦镇半掘浦下海,至平湖全塘镇白沙湾上岸,每条长55.6km。北岸(白沙湾)5km地形起伏较大,中段45km地势平坦,最高点在南岸海塘前沿,     

Resistance and biosorption mechanism of silver ions by Bacillus cereus biomass

Biosorption of silver ions onto Bacillus cereus biomass was investigated. Overall kinetic experiments were performed for the determination of the necessary contact time for the attainment of equilibrium. It was found that the overall biosorption process was best described by pseudo second-order kinetic model. The crystals detected by scanning electron microscope and X-ray photoelectron spectroscopy suggested the precipitation was a possible mechanism of biosorption. The molecular genetics of silver resistance of B. cereus biomass was also detected and illustrated by a whole cell sensor tool.     

Reversibly enhanced aqueous solubilization of volatile organic compounds using a redox-reversible surfactant

Surfactant-enhanced remediation (SER) is an effective method for the removal of volatile organic compounds (VOCs) from contaminated soils and groundwater. To reuse the surfactant the VOCs must be separated from the surfactant solutions. The water solubility of VOCs can be enhanced using reversible surfactants with a redox-acive group, (ferrocenylmethyl)dodecyldimethylammonium bromide (Fcl2) and (ferrocenylmethyl)tetradecanedimethylammonium bromide (Fcl4), above and below their critical micelle concentrations (CMC) under reducing (I⁺) and oxidative (I²⁺) conditions. The CMC values of Fcl2 and Fcl4 in I⁺ are 0.94 and 0.56 mmol/L and the solubilization of toluene by Fcl2 and Fcl4 in I⁺ for toluene is higher than the solubilization achieved with sodium dodecyl sulfate, cetyltrimethylammonium bromide and Trition X-114. The solubilization capacity of the ferrocenyl surfactants for each tested VOCs ranked as follows: ethylbenzene > toluene > benzene. The solubilities of VOCs by reversible surfactant in I⁺ were 30% higher than those in I²⁺ at comparable surfactant concentrations. The effects of Fcl4 concentrations on VOCs removal efficiency were as follows: benzene > toluene > ethylbenzene. However, an improved removal efficiency was achieved at low ferrocenyl surfactant concentrations. Furthermore, the reversible surfactant could be recycled through chemical approaches to remove organic pollutants, which could significantly reduce the operating costs of SER technology.     

积累与突变

经过30年的模仿、跟踪和追赶,我国科学进入比较活跃的创新阶段,并开始向自主创新过渡。2010年我国发明专利申请量超过39万件,居世界第二位;科研论文数量也已跃居全球第二。     

使用量和单位常见错误浅析

以《量和单位》（GB3100—3102-1993）为依据,列举了各种常见的错误使用量和单位的名称和符号、量和单位非标准化的例子,对其进行了分析和探讨,提出标准化对策。     

污水处理厂产泥量与进水水质关系的研究

为研究阜阳污水处理厂近几年来污泥产量与进水水质之间的关系,对自2007年1月份以来的产泥量与进水水质的基础数据进行了整理．并通过建立各个数据之间的相互关系图表来分析产泥量与进水水质之间的关系。     

生物炭对塿土土壤温室气体及土壤理化性质的影响

通过田间小区试验,分别向塿土土壤中添加0、20、40、60、80 t·hm~(-2)的苹果果树枝条生物炭后,分析了生物炭对土壤温度、土壤团聚体、NO_3~--N、NH_4~+-N、微生物量碳以及土壤温室气体排放的影响.结果表明,生物炭可以缓解土壤温度的变化,增加土壤大团聚体的数量,尤其是5 mm、5~2 mm和1~0.5 mm的团聚体数量.与对照相比,随着生物炭施用量的增加,土壤NO_3~--N、NH_4~+-N、微生物量碳分别增加了4.9%~33.9%、9.1%~41.1%和11.8%~38.5%.本研究中生物炭对土壤温室气排放的影响主要表现为:添加生物炭后,土壤CO_2的排放量以及CH_4的吸收汇分别增加了6.73%~23.35%和3.62%~14.17%;施用20 t·hm~(-2)和40 t·hm~(-2)的生物炭降低了土壤N_2O的排放和综合增温潜势(GWP),而当生物炭施用量大于等于60 t·hm~(-2)时反而增加了土壤N_2O的排放和综合增温潜势(GWP).说明生物炭作为一种土壤改良剂和碳减排剂,能够改善土壤质量,提高土壤肥力,提高农田土壤增汇减排的作用,此外,选择合适的生物炭施用量至关重要.     

自适应模糊方法在烟气脱硝喷氨量控制系统中的应用

SCR烟气脱硝系统中喷氨量是一个重要的控制参数,它不仅影响了脱硝效率,过量时,还会产生二次污染,危及下游设备。电厂运行中,锅炉负荷不断变动,传统PID很难实现喷氨量的最佳控制。应用自适应模糊控制策略对喷氨量进行了控制,并对控制系统进行了仿真试验。结果表明:相对于传统的PID控制器,尿素溶液流量自适应模糊控制器的性能更佳,系统的动态响应较快且超调极小,即满足了工艺要求又降低了能耗。     

垃圾衍生燃料气化后的无机底渣制备透水砖试验研究

通过对垃圾气化后的无机底渣在制备透水砖中不同掺量和集灰比的试验研究,依据JC/T945—2005《透水砖》中的要求,对其孔隙率,保水性,透水系数和抗压强度4项指标进行测定,探索了不同底渣掺量和集灰比下透水砖性能的简单变化规律,并综合优选出最佳配合比为A-2,即水灰比为2.8,集灰比为3.0,气化底渣掺量为20%。     

Removal of phosphate from wastewater using alkaline residue

Alkaline residue(AR) was found to be an efficient adsorbent for phosphate removal from wastewater. The kinetic and equilibrium of phosphate removal were investigated to evaluate the performance of modified alkaline residue. After treatment by NaOH(AR-NaOH), removal performance was significantly improved, while removal performance was almost completely lost after treatment by HCl(AR-HCl). The kinetics of the removal process by all adsorbents was well characterized by the pseudo second-order model. The Langmuir model exhibited the best correlation for AR-HCl, while AR was effectively described by Freundlich model. Both models were well fitted to AR-NaOH. The maximum adsorption capacities calculated from Langmuir equation were in following manner: AR-NaOH AR AR-HCl. Phosphate removal by alkaline residue was pH dependent process. Mechanisms for phosphate removal mainly involved adsorption and precipitation, varied with equilibrium pH of solution. For AR-HCl, the acid equilibrium pH( 6.0) was unfavorable for the formation of Ca-P precipitate, with adsorption as the key mechanism for phosphate removal. In contrast, for AR and ARNaOH, precipitation was the dominant mechanism for phosphate removal, due to the incrase on pH( 8.0) after phosphate removal. The results of both XRD and SEM analysis confirmed CaHPO4·2H2O formation after phosphate removal by AR and AR-NaOH.