上海市工业固体废物处理处置现状分析

详细分析了上海市一般工业固体废物及工业危险废物的产生及处理处置现状,提出:一般工业固废主要以资源化利用为主,危废处置企业实行末位淘汰,实现清洁生产;加强国家提倡的"三位一体"综合处理项目建设,实现集中处理、集中监管,降低运营成本;加强工业危废产生企业申报登记及转移的网络信息化管理,杜绝监管盲区。     

基于资源环境承载力的全国造纸工业类型区划分研究

本文从造纸行业特征、资源消耗、污染物排放等方面入手,结合区域资源环境承载力,分析行业发展可能带来的环境污染问题.分析造纸行业发展与其所需主要资源间的空间布局关系,明确选定行业发展的资源、环境和生态制约条件.结合造纸行业特点,从环境约束、生态约束和资源约束入手,构建其环境管理类型区划分的指标体系;采用层次分析法、灰色定权聚类分析等方法对分区数据进行必要处理,采用二维判断矩阵法等方法进行环境管理类型区划分,对实施针对造纸行业分区域、分类别、差别化的环境管理提供了决策依据和方法基础.     

我国城乡居民环境维权方式调查分析——以大学生实践及调查问卷为样本

严重的环境污染势必会带来对公民财产和人身的损害。为探寻我国城乡居民环境维权的具体方式,选择了一些地区对其进行了调查。通过调查资料及现场调查内容的汇总分析,发现：不同维权方式、不同的雏权群体、不同环境污染（或生态破坏）类型、不同的环境污染（或生态破坏）的认知度等情形下,会有不同环境维权方式;在环境维权中,公民对政府的依赖性较大;公民理性维权需要政府与相关主体的引导。     

抗滑桩细观受力特征的数值模拟研究

抗滑桩是滑坡防治工程中一种非常有效的支挡措施,其受力特征直接关系到滑坡防治效果,因此开展抗滑桩细观受力特征的数值模拟研究具有重要的工程应用价值。基于有限元数值模拟方法,采用ANSYS软件中的分离式模型,以SOLID65单元和LINK8单元分别模拟钢筋混凝土抗滑桩中的混凝土和钢筋,研究了不同荷载作用下抗滑桩的细观受力特征。结果表明:在相同荷载作用下,抗滑桩在高度较小阶段,其高度与抗滑桩的变形呈非线性变化,随着抗滑桩高度的增加,其高度与抗滑桩的变形趋于线性关系;有限元数值模拟能较好地反映钢筋混凝土抗滑桩的细观受力特征。该研究可以为抗滑桩工程的设计提供借鉴与参考。     

高径比对猪场废水脱氮与沼气脱硫耦联反应器的影响

采用填料鼓泡塔反应器研究其高径比对猪场废水脱氮与沼气脱硫耦联过程的影响,比较了3种不同高径比(8∶1、3∶1、2∶1)反应器的废水脱氮与沼气脱硫效能.在温度30～32℃、空塔停留时间6.70 min、水力停留时间3.35 d、沼气中H2 S浓度1 414～1 838 mg.m-3、进水NO x--N浓度114～243 mg.L-1的条件下,高径比2∶1反应器的运行较稳定,且处理效果较好,硫化氢去除率平均值为96.7%,NO x--N去除率平均值达到88.7%;而高径比8∶1和3∶1反应器的运行不太稳定,硫化氢去除率的平均值分别为68.0%、80.4%,NO x--N的去除率平均值分别为89.7%、90.2%.主要是因为高径比2∶1反应器的实际气速(3.12×10-2 m.s-1)比高径比3∶1、8∶1反应器的实际气速(分别为3.62×10-2 m.s-1和6.64×10-2 m.s-1)更慢,其气液传质系数(1.79×10-5 s-1)比高径比3∶1、8∶1反应器的气液传质系数(分别为1.64×10-5 s-1和1.55×10-5 s-1)更大,传质效果更好.处理效能试验结果以及反应器流体力学特征参数均表明,高径比2∶1反应器为最适合的反应器.     

从内审策划准备入手提高内审质量

企业建立HSE管理体系并通过认证后,只能表明所建立的体系满足了HSE体系标准的基本要求.实践证明,在体系运行中,还是会出现这样或那样的问题,如果没有一个不断发现问题、解决问题并不断完善和改进的机制,就会使HSE管理体系运行困难,最终导致HSE管理体系名存实亡.     

基于PPI的河段水体潜在污染研究

提出了一种预报河段水体潜在污染的方法——河段潜在污染指数法(riversection potential pollution index,R-PPI),并在北京市山区3个典型小流域进行应用.河流水体污染是我国目前最为突出的水环境问题,在治理工作开展前需要确定重点污染河段、区域和污染源,而基于河流水质监测的水质评价方法难以确定重点污染源.因此引入了潜在非点源污染指数(potential non-point pollution index,PNPI)法,进行了土地利用类型扩展、土地利用分类比对和土壤渗透性分级3个方面改进,得到潜在污染指数(potential pollution index,PPI),并在此基础上建立了河段潜在污染指数法.通过在3个小流域的应用研究可知,该方法具有所需监测资料少、操作简单、便于确定重点污染源、综合性强等特点,可为流域污染治理提供科学指导.     

Mobilities and leachabilities of heavy metals in sludge with humus soil

Chemical forms of Zn, Ni, Cu, and Pb in municipal sewage sludge were investigated by adding humus soil to sludge and by performing sequential extraction procedures. In the final sludge mixtures, Zn and Ni were mainly found in Fe/Mn oxide-bound (F3) and organic matter/sulfide-bound (F4) forms. For Zn, exchangeable (F1), carbonate-bound (F2), and F3 forms were transformed to F4 and residual forms (F5). For Ni, F1 and F2 forms were transformed to F1, F2, and F3 forms. Both Cu and Pb were strongly associated with the stable forms F4 and F5. For Cu, F2 and F3 forms were major contributors, while for Pb, F3 and F4 forms were major contributors to F5. Humus soil dosage and pH conditions in the sludge were strongly correlated with the forms of heavy metals. Five forms were used to evaluate metal mobilities in the initial and final sludge mixtures. The mobilities of the four heavy metals studied decreased after 28 days. The metal mobilities in the final sludge mixtures were ranked in the following order: Ni > Zn > Cu = Pb. Leaching tests showed that the mobilities of Zn and Ni in lower pH conditions (pH 4) were higher than those in higher pH conditions (pH 8).     

Decolorization of dye solutions with Ruditapes philippinarum conglutination mud and the isolated bacteria

Application of Ruditapes Philippinarum conglutination mud (RPM) for decolorizing synthetic dye solutions was studied. RPM showed good activity for decolorization of Methylene Blue, Crystal Violet, Malachite Green, and Ink Blue. The amount of the RPM had great effect on the decoloration rate of the dye solutions. However, the decoloration rate did not continue to increase when the amount of mud exceeded the optimum dose. The temperature of the dye solution had a remarkable effect on the decolorization rate of Ink Blue solution, but had little effect on the other three dye solutions. The initial pH of the dye solutions evidently affected the decolorization rate of Malachite Green solution, but had less effect on the other three. The decolorization rate of the dye solutions increased significantly with treatment time within 8 hr, but tended to be steady after 8 hr for Methylene Blue, Crystal Violet and Malachite Green solutions, and after 12 hr for Ink Blue solution. The decolorization efficiencies for the four dye solutions under the optimum conditions were all above 90%. Seventeen strains screened from RPM showed flocculation ability for kaolin clay suspension. Out of them, the flocculation rate of strain ZHT3-9 and strain ZHT4-13 were up to 88.14% and 86.01%, respectively. ZHT3-9 was studied, and its decolorization rate for Methylene Blue, Crystal Violet, and Malachite Green reached 90.02%, 89.21%, and 80.29%, respectively. By morphological, physiological and biochemical characteristics analysis and 16S rRNA sequencing, the strain ZHT3-9 was identified as Arthrobacter sp.     

小型燃煤工业锅炉NO_x形成与释放规律模拟研究

NOx是我国十二五期间重点控制的污染物,燃煤工业锅炉是其重要来源。为了研究燃煤工业锅炉NOx的形成与释放规律,在实验室模拟了不同煤种的燃烧过程。采用原煤/焦炭燃烧法分别研究挥发分氮和焦炭氮生成NOx的反应,探讨燃料型NOx的形成与释放规律,并解释试验模拟条件下燃煤NOx产污系数和现场实测值的差异。结果表明,试验中烟煤、无烟煤、煤焦的NO转化率平均值分别为25.77%,22.17%和11.98%,产污系数平均值分别为4.31,5.08和2.00kg/t,高于现场实测结果核算值。燃煤工业锅炉NOx以燃料型为主,燃料型NOx的形成和释放是一个复杂的多相反应过程,由挥发分氮的氧化还原反应和焦炭氮的氧化还原反应组成,煤种、温度、空气流量、粒径、氧含量等因素对4种反应各自影响及影响程度并不相同。