首页 | 本学科首页   官方微博 | 高级检索  
文章检索
  按 检索   检索词:      
出版年份:   被引次数:   他引次数: 提示:输入*表示无穷大
  收费全文   708篇
  免费   61篇
  国内免费   286篇
安全科学   78篇
废物处理   61篇
环保管理   112篇
综合类   567篇
基础理论   64篇
污染及防治   135篇
评价与监测   34篇
社会与环境   4篇
  2023年   10篇
  2022年   14篇
  2021年   20篇
  2020年   24篇
  2019年   23篇
  2018年   23篇
  2017年   25篇
  2016年   33篇
  2015年   44篇
  2014年   56篇
  2013年   65篇
  2012年   62篇
  2011年   51篇
  2010年   61篇
  2009年   71篇
  2008年   31篇
  2007年   58篇
  2006年   60篇
  2005年   52篇
  2004年   40篇
  2003年   42篇
  2002年   35篇
  2001年   21篇
  2000年   22篇
  1999年   20篇
  1998年   11篇
  1997年   10篇
  1996年   13篇
  1995年   8篇
  1994年   6篇
  1993年   5篇
  1992年   2篇
  1991年   4篇
  1990年   2篇
  1988年   3篇
  1987年   2篇
  1986年   3篇
  1984年   1篇
  1983年   1篇
  1981年   1篇
  1980年   2篇
  1979年   6篇
  1978年   1篇
  1977年   1篇
  1976年   2篇
  1975年   3篇
  1974年   1篇
  1973年   2篇
  1972年   2篇
排序方式: 共有1055条查询结果,搜索用时 31 毫秒
101.
造纸工业总排水及漂白废水中AOX监测方法的研究   总被引:4,自引:0,他引:4  
运用TOX测定仪对造纸工业废水及漂白废水中AOX(可吸附有机卤素)测定;水样用硝酸调pH<2后,以双根活性炭玻璃填充柱连续吸附;将吸附有机物的活性炭在氧气流中燃烧热解、用微库仑法测定其卤化氢.样品前处理比现行活性炭振荡吸附法样品及试剂用量少、快速、重现性好.方法测定浓度下限为3.73μg/L.  相似文献   
102.
通过对某企业的一起典型爆炸事故案例进行分析,找出其产生的原因,提出了预防措施。  相似文献   
103.
用絮凝#x02014;微波辐射#x02014;Fenton试剂氧化法深度处理焦化废水,研究了微波辐射时间、微波功率、FeSO4加入量、H2O2加入量和废水pH对废水处理效果的影响。实验结果表明:在聚合氯化铝加入量为350mg/L、聚丙烯酰胺加入量为12mg/L、废水pH=5、FeSO4加入量为250mg/L、H2O2总加入量为1400mg/L、H2O2分3次投加、微波功率为400W、微波辐射时间为60min的条件下,处理后出水的浊度、色度和COD去除率分别为98.59%,97.62%,86.21%。处理后出水澄清透明,COD为50.34mg/L,满足GB50050#x02014;2007《工业循环冷却水处理设计规范》的要求。  相似文献   
104.
Fenton氧化-活性炭吸附耦合处理焦化废水生化尾水的研究   总被引:4,自引:0,他引:4  
研究了Fenton氧化、活性炭吸附、Fenton氧化一活性炭吸附等方法,对焦化废水生化尾水的处理效果,分析了Fenton氧化一活性炭吸附法处理焦化废水生化尾水的工艺条件。结果表明,Fenton氧化与活性炭吸附耦合处理焦化废水生化尾水的最优条件是:H2O2投加量为5mL/L,FeSO4·7H2O投加量为200mg/L,活性炭投加量为2g/L,反应pH=4.0,反应时间为20min。在此条件下,COD去除率可达82.6%,出水水质符合《污水综合排放标准》(GB8978--1996)一级标准。  相似文献   
105.
O3/BAF工艺系统中有机物生物降解数学模型   总被引:1,自引:1,他引:0  
研究臭氧预氧化/曝气生物滤池(O3/BAF)联合工艺深度处理实际城市污水二级出水过程中,后续BAF系统中有机物的生物降解数学模型。以有机底物浓度、填料层高度两个基本变量为控制条件,研究BAF的总体运行常数和填料特性常数,得出BAF有机物生物降解动力学方程为Se/S0=exp(-Kh/qSn0)。出水与进水COD浓度比值(Se/S0)的对数与反应器填料高度(h)之间可表达成一次函数关系。在不同的进水浓度(S0)下,根据ln(Se/S0)~h和关系式m=K/qSn0,得到方程ln(qm)=-nln(S0)+lnK。BAF总体运行常数K和填料特性常数n分别为1.708和0.5063。该模型对BAF工艺有如下指导意义:可以根据设计流量、进水有机物浓度和出水浓度,初步确定BAF的尺寸(如横截面积、高度等)。  相似文献   
106.
Goals, Scope and Background It has been observed that hydrocarbon treated wastewaters still contain high COD and a number of intermediates. This suggests that the required catabolic gene pool for further degradation might be absent in the system or, that its titer value is not significant enough. By providing the desired catabolic potential, the overall efficiency of the treatment system can be improved. This study aims to demonstrate this concept by bioaugmentation of a lab-scale reactor treating refinery wastewater with a consortium having the capacity to complement the alkB genotype to the available microbial population. Methods Two reactors were set up using activated biomass collected from a refinery treatment plant and operated at a continuous mode for a period of 8 weeks. The feed to both reactors was kept constant. Crude oil was spiked regularly. One reactor was bioaugmented with a consortium previously described for crude oil spill remediation. The efficiency of the bioaugmented reactor was demonstrated by reduced COD. The changes in the microbial population over a period of time were analyzed by RAPD. Catabolic activity of the biomass in both reactors was monitored by PCR. The presence of the catabolic loci was confirmed by Southern Hybridization. Results and Discussion 52.2% removal of COD was observed in the bioaugmented reactor while only 15.1% reduction of COD was observed in the reactor without bioaugmentation. The change in microbial population can be seen from the 4th week, which also corresponds to improved catabolic activity. The presence of the bedA locus was seen in all samples, which indicates the presence of aromatic degraders, but the appearance of the alkB locus, from the 6th week onwards, which was observed only in the samples from the bioaugmented reactor. The results suggest that the gene pool of the bioaugmented reactor has catabolic loci that can degrade accumulated intermediates, thus improving the efficiency of the system. Conclusions In this study, improvement of efficiency of bioremediation was demonstrated by addition of catabolic loci that are responsible for degradation. Bioaugmentation was carried out in biomass that was collected from an ETP (effluent treatment plant) treating hydrocarbon containing wastewater to study the strategies for improvement of the treatment system. Biostimulation, only marginally improved the efficiency, when compared to bioaugmentation. The improved efficiency was demonstrated by COD removal. The presence of the alkB locus suggests the importance of a catabolic gene pool that acts on accumulated intermediates. It is well documented that straight chain aliphatics and intermediates of aromatic compounds after ring cleavage, accumulate in refinery wastewater systems, thereby hindering further degradation of the wastewater. Supplementation of a catabolic gene pool that treats the lower pathway compounds and alkanes will improve the overall efficiency. In this study, results suggest that the alkB locus can also be used to monitor the degradative mode of the activated biomass. Recommendations and Perspective . Pollution from petroleum and petroleum products around the globe are known to have grave consequences on the environment. Bioremediation, using activated sludge, is one option for the treatment of such wastes. Effluent treatment plants are usually unable to completely degrade the wastewater being treated in the biological unit (the aerator chambers). The efficiency of degradation can be improved by biostimulation and bioaugmentation. This study demonstrates the improved efficiency of a treatment system for wastewater containing hydrocarbons by bioaugmentation of a consortium that supports degradation. Further experiments on a pilot scale are recommended to assess the use of bioaugmentation on a large scale. The use of molecular tools, like DNA probes for alkB, to monitor the system also needs to be explored.  相似文献   
107.
Samples of effluents, sludge, pulp, final products (paper) and soil were collected from the identified pulp and paper mills in India. The samples were analysed for 2,3,7,8-tetrachloro-dibenzo-p-dioxin (2,3,7,8-TCDD) and other dioxin congeners and precursors. Pulp and paper mills using chlorine for the bleaching process showed the presence of 2,3,7,8-TCDD in effluent samples. In the effluent and pulp samples from mills where chlorine dioxide was used as a bleaching agent, the 2,3,7,8-TCDD congener ranged from below the detection limit 0.05 to 0.12 ngL−1/ngg−1. The relative standard deviation of reproducibility and the percent recovery of 2,3,7,8-TCDD were 2.07 and 82.4% in pulp and 2.8 and 92% in effluent, respectively. The 1,3,6,8-TCDD was the only other major dioxin congener found in the treated and untreated effluent and sludge samples. However, dichlorobenzene, trichlorophenyl, and hexachlorobiphenyl were detected in all samples. The formation of dioxins can be minimised by replacing chlorine with chlorine dioxide in bleaching processes in pulp and paper mills.  相似文献   
108.
新《安全生产法》的颁布和实施,对焦化企业提出了更高的要求。焦化企业可以通过完善安全仪表系统、开展危险与可操作分析、建立企业安全生产预警体系、贯彻执行焦化行业安全生产标准和建立现代企业安全管理制度来更好地促进其安全生产。  相似文献   
109.
本文分析了适用于焦化行业通用CO2排放核算方法,在此基础上结合我国焦化行业工艺和原料的特征,采用排放因子法和物料衡算法等两种方法对10家典型焦化企业CO2排放进行核算。结果表明:物料衡算法能很好地反映不同类型焦化企业的排放特征;排放因子法对我国独立焦化企业存在碳排放量系统性高估的可能。为此,建议我国焦化企业可借鉴德国焦化企业的碳核算经验,采用碳平衡法对不同类型的焦化企业(单元)的碳排放量进行核算,并完善相关的统计和监测技术。  相似文献   
110.
In this study treatment of palm oil mill effluent (POME) was investigated using aerobic oxidation based on an activated sludge process. The effects of sludge volume index, scum index and mixed liquor suspended solids during the acclimatizing phase and biomass build-up phase were investigated in order to ascertain the reactor stability. The efficiency of the activated sludge process was evaluated by treating anaerobically digested and diluted raw POME obtained from Golden Hope Plantations, Malaysia. The treatment of POME was carried out at a fixed biomass concentration of 3900+/-200mg/L, whereas the corresponding sludge volume index was found to be around 105+/-5mL/g. The initial studies on the efficiency of the activated sludge reactor were carried out using diluted raw POME for varying the hydraulic retention time, viz: 18, 24, 30 and 36h and influent COD concentration, viz: 1000, 2000, 3000, 4000 and 5000mg/L, respectively. The results showed that at the end of 36h of hydraulic retention time for the above said influent COD, the COD removal efficiencies were found to be 83%, 72%, 64%, 54% and 42% whereas at 24h hydraulic retention time they were 57%, 45%, 38%, 30% and 27%, respectively. The effectiveness of aerobic oxidation was also compared between anaerobically digested and diluted raw POME having corresponding CODs of 3908 and 3925mg/L, for varying hydraulic retention time, viz: 18, 24, 30, 36, 42, 48, 54 and 60h. The dissolved oxygen concentration and pH in the activated sludge reactor were found to be 1.8-2.2mg/L and 7-8.5, respectively. The scum index was found to rise from 0.5% to 1.9% during the acclimatizing phase and biomass build-up phase.  相似文献   
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号