全文获取类型
收费全文 | 86篇 |
免费 | 11篇 |
国内免费 | 61篇 |
专业分类
安全科学 | 2篇 |
废物处理 | 4篇 |
环保管理 | 12篇 |
综合类 | 102篇 |
基础理论 | 14篇 |
污染及防治 | 19篇 |
评价与监测 | 5篇 |
出版年
2023年 | 1篇 |
2022年 | 1篇 |
2021年 | 3篇 |
2020年 | 2篇 |
2019年 | 4篇 |
2018年 | 8篇 |
2017年 | 2篇 |
2016年 | 5篇 |
2015年 | 7篇 |
2014年 | 5篇 |
2013年 | 7篇 |
2012年 | 12篇 |
2011年 | 11篇 |
2010年 | 3篇 |
2009年 | 8篇 |
2008年 | 8篇 |
2007年 | 12篇 |
2006年 | 8篇 |
2005年 | 5篇 |
2004年 | 7篇 |
2003年 | 6篇 |
2002年 | 2篇 |
2001年 | 4篇 |
2000年 | 3篇 |
1999年 | 4篇 |
1998年 | 4篇 |
1997年 | 1篇 |
1996年 | 2篇 |
1995年 | 3篇 |
1994年 | 3篇 |
1993年 | 3篇 |
1992年 | 1篇 |
1991年 | 2篇 |
1990年 | 1篇 |
排序方式: 共有158条查询结果,搜索用时 31 毫秒
41.
为明确氯代烃芳香烃类复合污染物在含水层介质上的吸附特性,选取甲苯、苯、1,2-二氯丙烷,1,2,3-三氯丙烷(TCP)作为典型污染物开展吸附试验,结果表明吸附过程符合Henry线性模型,分配系数Kp值分别为0.38,0.41,0.73,1.00kg/L,污染物在细砂上的吸附强度顺序为甲苯>苯> 1,2-二氯丙烷> TCP;竞争吸附试验结果表明,苯可以明显促进甲苯在细砂介质上的吸附,而甲苯抑制了苯的吸附;1,2-二氯丙烷抑制TCP在细砂介质上的吸附,而TCP对1,2-二氯丙烷的吸附影响并不明显.TCP在含水层介质上的吸附量随甲苯浓度增加而增大;当甲苯初始浓度<2mg/L时,TCP对于甲苯在含水层介质上的吸附起促进作用,当甲苯的初始浓度32mg/L时,TCP对于其在含水层介质上的吸附起抑制作用. 相似文献
42.
Raja S Ravikrishna R Kommalapati RR Valsaraj KT 《Environmental monitoring and assessment》2005,110(1-3):99-120
Seventeen fog events were sampled in Baton Rouge, Louisiana during 2002–2004 as part of characterizing wet deposition by fogwater
in the heavily industrialized corridor along the Louisiana Gulf Coast in the United States. These samples were analyzed for
chemical characteristics such as pH, conductivity, total organic and inorganic carbon, total metals and the principal ion
concentrations. The dominant ionic species in all samples were NH4+, NO3−, Cl− and SO42−. The pH of the fogwater sampled had a mean value of 6.7 with two cases of acidic pH of 4.7. Rainwater and fogwater pH were
similar in this region. The acidity of fogwater was a result of NO3− but partly offset by high NH4+. The measured gaseous SO2 accounted for a small percentage of the observed sulfate concentration, indicating additional gas-to-particle conversion
of SO2 to sulfate in fogwater. The gaseous NOx accounted for most of the dissolved nitrate and nitrite concentration in fogwater. The high chloride concentration was attributable
to the degradation of chlorinated organics in the atmosphere. The metal composition was traced directly to soil-derived aerosol
precursors in the air. The major metals observed in fogwater were Na, K, Ca, Fe, Al, Mg and Zn. Of these Na, K, Ca and Mg
were predominant with mean concentrations > 100 μM. Al, Fe and Zn were present in the samples, at mean concentrations < 100
μM. Small concentrations of Mn (7.8 μM), Cu (2 μM), Pb (0.07 μM) and As (0.32 μM) were also observed in the fogwaters, and
these were shown to result from particulates (PM2.5) in the atmosphere. The contribution to both ions and metals from the marine sources in the Louisiana Gulf Coast was minimal.
The concentrations of all principal ionic species and metals in fogwater were 1–2 orders of magnitude larger than in rainwater.
Several linear alkane organic compounds were observed in the fogwater, representing the contributions from petroleum products
at concentrations far exceeding their aqueous solubility. A pesticide (atrazine) was also observed in fogwater, representing
the contribution from the agricultural activities nearby. 相似文献
43.
44.
45.
46.
Maria Grazia Gnoni Gianni Mummolo Luigi Ranieri 《Journal of Environmental Planning and Management》2008,51(6):833-845
In this paper, the authors propose a mixed integer linear programming model for designing an Integrated Solid Waste Management System (ISWMS) to meet specific economic goals. The model refers to a set of municipalities, known as ‘local basin’, which have to share a common waste management system. At the municipal level the model allows for an identification of the optimal collection service option; at the local basin level, the model provides the optimal waste flow appropriate to the collection service option of each municipality. The model has been applied to a full-scale case study of an area located in southeast Italy. A scenario analysis was carried out to investigate alternative municipal solid waste management options, which fundamentally differ in the organic flow mass rate to be either collected and composted or landfilled. Findings show that an increase in the cost of landfilling determines the optimal collection scenario and the configuration plants tend to recover higher rates of organics in separate collection and thus higher refuse derived fuel productions. The results obtained validate the application of the model in both the strategic planning and operational phases, by supporting public administrators at both municipality and local basin level in decision making and evaluation of technical and economic performances of ISWMSs. 相似文献
47.
随着水环境外污染源得到有效控制,底质污染逐渐成为人们关注的焦点.底质中的污染物尤其是难降解有机物可通过生物富集和生物放大等过程,进一步影响陆生生物和人类的健康.因此,对底质中难降解有机物的修复是目前所迫切需要解决的环境问题之一.基于异位修复成本较高易造成二次污染等缺点,文章针对难降解有机物污染底质,探讨了原位修复技术的研究进展,自然修复成本较低,对生态环境不产生干扰,但不适用于高浓度污染底质;植物修复操作简单,能有效防止污染底质再悬浮,但对高浓度难降解有机物耐受性较低;微生物修复适用范围广,修复效果较为显著,但菌体易流失,对环境的适应性较差.于是,固定化修复技术应运而生,固定化技术能解决传统的微生物修复存在的很多问题,但固定化载体的重复可利用性和再生性问题仍有待解决.文章最后对今后难降解有机物污染底质的研究方向进行了展望,由于污染底质多为复合污染,各取所长的联合修复技术将成为未来的研究热点. 相似文献
48.
49.
为研究有机危险废物在惰性或还原性高温工业窑炉(如炼铁高炉、炼焦炉、煤气化炉、煤液化炉等)中的协同处置效果,分别选择热稳定性在第1~2等级中的典型有机物——苯和氯乙烯,在氮气气氛高温管式炉进行热降解试验. 将定量的气态苯或氯乙烯分别与氮气混合后通入高温管式炉中,采用GC-MS检测煅烧后尾气中苯和氯乙烯的浓度,以分析其热降解特性. 结果表明:苯在500~1 100 ℃时热降解率(a)随温度(T)升高而快速增加,增幅达70%;在1 100 ℃以上时,苯热降解率缓慢增加,最终达到完全降解.氯乙烯在300~900 ℃时热降解率快速增加,增幅在55%左右,900 ℃以上热降解率增加缓慢直至完全降解.苯和氯乙烯的热降解率均随煅烧时间(t)增加而升高.苯和氯乙烯的热降解动力学模型分别为a=1-exp[-743.3exp(-12 930/T)t]和a=1-exp[-3.90exp(-4 307.8/T)t].通过苯的热降解动力学模型,可预测热稳定性高于氯乙烯的有机物的热降解率;而通过氯乙烯的热降解动力学模型,可预测比其热稳定性低的有机物的热降解率. 相似文献
50.