回流对陈垃圾生物反应器处理老年渗滤液污染物影响

为了研究回流对陈垃圾反应器处理老年渗滤液污染物的影响,构建了回流的陈垃圾生物反应器,试验了不同温度、负荷和回流比条件下反应器对污染物的去除效果。结果表明,在较低水力负荷12.8~25.5 L/(d.m2)的情况下,陈垃圾反应器对NH3-N、BOD5和COD等污染物的去除率分别达到90%、95%和70%以上。在不同温度下提高水力负荷,回流会抑制氨氮和COD的去除,但可显著提高TN的去除率,表明回流可作为提高老年渗滤液TN去除率的途径之一。利用氮同位素示踪技术发现反应器中有Anammox脱氮途径存在。但是可利用碳源的缺乏仍是提高老年渗滤液脱氮效率的限制因子。     

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。     

SBR工艺处理高盐有机废水的试验研究

采用SBR工艺分别研究了不同盐度驯化下的活性污泥的生物相和结构,及对COD、NH4＋-N、TP的去除率。结果表明,随着盐度的升高,活性污泥的微生物种类减少,结构变得紧密细小;盐度在1.5%范围内,SBR工艺对COD、NH4＋-N的去除率均达到90%以上;盐度为1%时,TP的去除率为76%。     

废弃产品回收处理企业环境绩效评价初探

近年来,废弃产品回收处理行业日益受到政府和社会各界的关注,而回收处理企业是实施回收处理活动的主体,相关法律、法规的出台对回收处理企业提出了更高的要求。本文在概括梳理相关法律、法规的基础上,初步建立了废弃产品回收处理企业环境绩效评价指标体系,为回收处理企业采用先进的技术工艺、降低环境负荷、加强职业健康监护和企业环境管理提供参考,以适应国家政策要求和行业发展的需要。     

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.     

己内酰胺生产废水的铁碳微电解深度处理与机理研究

采用铁碳微电解方法对己内酰胺生产废水进行深度处理,探讨了pH值、停留时间、铁碳质量比对处理效果的影响。在pH为4、停留时间为120 min、铁碳质量比为4的最佳处理条件下,COD去除率可达57.8%,色度去除率可达68.4%。微电解对己内酰胺废水的作用主要通过铁的絮凝作用,处理过程中的酸性条件、微电解的氧化还原和电场作用,从而提高其去除效率。     

220kV变压器噪声及其传播特性浅析

变压器噪声呈中低频特性,距离衰减率低,传播影响范围大。通过对上海某220kV露天变电站变压器噪声的实测数据进行简要分析,论述了220kV变压器噪声的强度及其频率特性,并探讨了变压器噪声在不同距离范围内的传播衰减特性。     

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.