炼化企业应急响应系统建设探讨

从系统建设角度讨论了炼化企业应急响应系统的目标需求、建设内容、技术方法和系统特点。     

多氯联苯污染土壤热脱附预处理过程干化及排放特性研究

利用桨叶式干化实验装置对多氯联苯(PCBs)污染土壤热脱附预处理过程的干化特性进行了研究,结果表明干化温度和搅拌速率的提高均有助于加速干化速率;水分的内部扩散是PCBs污染土壤干化速率的主要影响因素.文章还结合高分辨色谱/质谱联用仪研究了PCBs污染土壤预处理过程中多氯联苯的排放特性,结果显示干化温度升高会促进4氯代到7氯代联苯的释放,并且会增加气相PCBs毒性当量(TEQ) 以及PCBs总量排放百分率.考虑安全和干化效果,干化温度选择在200 ℃以下为宜.     

医疗废物焚烧炉运行前后5年周边土壤重金属对比分析研究

为研究医疗废物焚烧炉对周边土壤中重金属含量的影响,对某典型焚烧厂周围土壤进行了运行前和运行5年(2007—2012年)后重金属含量的采样分析研究.共采集20个土壤样品、2个飞灰样品,并对其中砷(As)、镉(Cd)、铜(Cu)、汞(Hg)、镍(Ni)、铅(Pb)、锑(Sb)、钒(V)、锌(Zn)共10种重金属的含量进行了测定.结果显示,除Pb外,其余金属元素含量都有不同程度的升高.主成分分析表明,医疗废物焚烧厂并不是该区域土壤中重金属的唯一污染来源,还存在其它潜在污染源.健康风险评估结果显示,砷(As)在非致癌及致癌风险评估中都明显超标,必须严格控制砷排放,降低砷在环境中的含量.     

Effect of ammonium sulfate and urea on PCDD/F formation from active carbon and possible mechanism of inhibition

The effect of ammonium sulfate （（NH4）2SO4） and urea （CO（NH2）2） on polychlorinated dibenzo-p-dioxin and dibenzofuran （PCDD/F） formation from active carbon was investigated in this study. Both additives could significantly inhibit PCDD/F formation, and PCDD/F （TEQ） generation was reduced to 98.5% （98%） or 64.5% （77.2%） after 5% （NH4）2S04 or CO（NH2）2 was added into model ash, respectively. The inhibition efficiency of PCDDs was higher than the value of PCDFs, however, the reduction of PCDD/F yield was mainly from PCDFs decreasing. In addition, the solid-phase products were reduced more than the gas-phase compounds by inhibitors. By the measurement of chlorine emission in the phase of ion （Cl[Cl^-]） and molecule gas （Cl[Cl2]）, it was observed that both Cl[Cl^-] and Cl[Cl2] were reduced after inhibitors were added into ash. Cl[Cl2] was reduced to 51.0% by urea addition, which was supposed as one possible mechanism of PCDD/F inhibition.     

隧道纵向抗震分析的反应加速度方法∗

为研究隧道纵向地震响应,首先将隧道结构的动力问题简化为地震变形场作用下的土?隧道拟静力相互作用问题,推导了土?隧道拟静力相互作用模型的反应加速度方法。针对规范提供的纵向位移模式,给出相应反应加速度方法的等效惯性力公式及模型边界条件,最终建立基于规范位移模式的隧道纵向反应加速度方法。在与整体式反应位移方法对比验证的基础上,开展不同场地条件及不同隧道埋深下的隧道纵向响应规律研究。数值模拟结果表明：(1)当场地条件和埋深相同时,隧道弯矩随场地水平位移的增加而增加,而剪力、扭矩具有相反的变化规律; (2)场地条件对隧道纵向响应的影响较大,场地越软,隧道剪力越小,而弯矩和扭矩越大;(3)在 50 m 覆盖土层厚度内,随隧道埋深的增加,隧道剪力、弯矩逐渐减小,而扭矩基本保持不变。     

小产权房问题研究

对当前我国存在的小产权房所涉及的法律问题进行了研究分析,从小产权的概念、产生的原因入手,主要论述了小产权房产生的现实原因及深层次的制度原因。小产权房产生的现实原因主要有：高房价的促使、政府监管的不到位、保障性住房的缺位。深层次的制度原因主要是我国农村集体土地使用权流转机制的缺失。因此,政府应通过调控抑制高房价,加强政府部门的监管力度,完善我国的保障性住房建设,以及在制度层面上对我国农村集体建设用地使用权流转制度进行变革。     

Influence of organoboron cross-linker and reservoir characteristics on filtration and reservoir residual of guar gum fracturing fluid in low-permeability shale gas reservoirs

To effectively reduce the filtration rate of water-based fracturing fluid and promote the pressure holding effect of fracturing fluid in underground unconventional reservoirs, an efficient and clean organic-boron cross-linker was synthesized with boric acid and low alcohols. The results obtained that the synthesized organoboron cross-linker exhibits better fluid loss performance to water-based fracturing fluid than the commercially available cross-linker. This organoboron cross-linker allowed decreasing filtration coefficient more than 0.74?×?10^–2 m³·min^1/2 as a result of the network structure formed by the organoboron cross-linker and guar gum molecule. However, commercially available cross-linker exhibits a relatively large filtered mass of water more than 1.33?×?10^–2 m³·min^1/2 at the same condition. Meanwhile, the cross-linked guar gum fracturing fluid can significantly improve the fluid loss property with the increase of cross-linker content and pressure, and an increased fluid filtration gradually was revealed with increasing the reservoir temperature and current speed. Moreover, the damage of shale reservoir caused by the prepared boron cross-linker was only 11%, which was lower than 18% of the commercial boron cross-linker under the same conditions.

     

石家庄市PM_（2.5）的污染现状及防控对策

通过对石家庄市PM2.524 h质量浓度监测结果的分析,发现PM2.5的污染指数范围是84~242,污染指数最高点出现在高新区,最低点出现在封龙山。导致PM2.5高污染指数的影响因素有气象、地理、机动车保有量和石家庄工业结构。因此从减少扬尘、控制机动车尾气排放量、工业污染防治、环保及气象部门协作等方面提出了PM2.5的防控对策。     

引江济太对太湖贡湖湾氧化亚氮通量的影响

选取引江济太工程中长江来水进入太湖第一站的贡湖湾为研究对象,基于2011年11月~2013年8月在贡湖湾的逐月野外调查,同时以湖心水域为参考,探讨引江济太对湖体N₂O通量的影响.结果表明,贡湖湾N₂O排放通量要显著高于湖心排放量,其N₂O通量均值分别为6.9,2.1μmol/（m²·d）,但在非引水期间2个湖区的N₂O通量无显著差异.贡湖湾和湖心N₂O通量呈现明显的季节变化,且均与水温呈显著负相关关系,但因受外源来水的影响,贡湖湾N₂O通量的温度依赖程度相对较低.另外,2个湖区的N₂O通量还与营养盐等因素有关.总体上,外源引水提高了贡湖湾N₂O排放通量,但考虑到湖泊N₂O通量受到内部和外部因子的综合协同影响,外源引水对湖泊N₂O通量的具体调控机理还需要进一步探讨.