全文获取类型
收费全文 | 3126篇 |
免费 | 149篇 |
国内免费 | 1116篇 |
专业分类
安全科学 | 180篇 |
废物处理 | 203篇 |
环保管理 | 209篇 |
综合类 | 1769篇 |
基础理论 | 542篇 |
污染及防治 | 1096篇 |
评价与监测 | 121篇 |
社会与环境 | 158篇 |
灾害及防治 | 113篇 |
出版年
2023年 | 37篇 |
2022年 | 125篇 |
2021年 | 111篇 |
2020年 | 98篇 |
2019年 | 74篇 |
2018年 | 94篇 |
2017年 | 142篇 |
2016年 | 129篇 |
2015年 | 201篇 |
2014年 | 219篇 |
2013年 | 289篇 |
2012年 | 268篇 |
2011年 | 263篇 |
2010年 | 194篇 |
2009年 | 212篇 |
2008年 | 220篇 |
2007年 | 200篇 |
2006年 | 153篇 |
2005年 | 107篇 |
2004年 | 101篇 |
2003年 | 113篇 |
2002年 | 101篇 |
2001年 | 98篇 |
2000年 | 106篇 |
1999年 | 105篇 |
1998年 | 109篇 |
1997年 | 105篇 |
1996年 | 111篇 |
1995年 | 72篇 |
1994年 | 65篇 |
1993年 | 54篇 |
1992年 | 41篇 |
1991年 | 19篇 |
1990年 | 15篇 |
1989年 | 12篇 |
1988年 | 9篇 |
1987年 | 7篇 |
1986年 | 2篇 |
1985年 | 5篇 |
1983年 | 3篇 |
1982年 | 2篇 |
排序方式: 共有4391条查询结果,搜索用时 15 毫秒
21.
22.
水质安全是调水工程顺利实施的关键,为此调水区背负巨大的调水工程的外部经济成本和社会发展代价,必须通过生态补偿政策进行内部化,然而调水工程涉及的范围广、时间长、利益主体多、资金投入大,难以通过一种手段或者现有某种方式建立长效的生态补偿机制。文章从调水工程生态补偿政策建立的目标、标准、责任分担与利益共享、补偿方式角度分析了生态补偿现状及存在的问题,提出了调水工程生态补偿的分阶段推进战略总体思路与实施构想,重点分析了各阶段生态补偿政策的制定标准和要求,为中线调水工程生态补偿政策制定提供了技术支持。 相似文献
23.
采用综合营养状态指数法以及时间序列分析法、箱线图、Pearson相关分析等统计分析方法对长荡湖近15年的氮、磷、Chl a等监测数据进行分析,研究长荡湖的水质现状、营养物时空分布和变化规律及藻类生物量与氮磷营养盐的关系.结果表明:自2001年以来长荡湖富营养化呈加剧趋势,近15年来的透明度呈现下降趋势,Chl a浓度则以每年5.5μg/L的速率不断攀升,长荡湖随时都可能爆发大规模的蓝藻水华;长荡湖东部出水口(北干河口区)的水质好于湖体区(湖北区、湖南区、湖心区);TP为长荡湖浮游藻类生长的限制因子. 相似文献
24.
Three-dimensional hydrodynamic and water quality model for TMDL development of Lake Fuxian, China 总被引:3,自引:0,他引:3
Lei Zhao Xiaoling Zhang Yong Liu Bin He Xiang Zhu Rui Zou Yuanguan Zhu 《环境科学学报(英文版)》2012,24(8):1355-1363
Lake Fuxian is the largest deep freshwater lake in China. Although its average water quality meets Class I of the China National Water Quality Standard (CNWQS), i.e., GB3838-2002, monitoring data indicate that the water quality approaches the Class II threshold in some areas. Thus it is urgent to reduce the watershed load through the total maximum daily load (TMDL) program. A three-dimensional hydrodynamic and water quality model was developed for Lake Fuxian, simulating flow circulation and pollutant fate and transport. The model development process consists of several steps, including grid generation, initial and boundary condition configurations, and model calibration processes. The model accurately reproduced the observed water surface elevation, spatiotemporal variations in temperature, and total nitrogen (TN), total phosphorus (TP), and chemical oxygen demand (COD) concentrations, suggesting a reasonable numerical representation of the prototype system for further TMDL analyses. The TMDL was calculated using two interpretations of the water quality standards for Class I of the CNWQS based on the maximum instantaneous surface and annual average surface water concentrations. Analysis of the first scenario indicated that the TN, TP and COD loads should be reduced by 66%, 68% and 57%, respectively. Water quality was the highest priority; however, local economic development and cost feasibility for load reduction can pose significant issues. In the second interpretation, the model results showed that, under the existing conditions, the average water quality meets the Class I standard and therefore load reduction is unnecessary. Future studies are needed to conduct risk and cost assessments for realistic decision-making. 相似文献
25.
Size distributions of aerosol and water-soluble ions in Nanjing during a crop residual burning event 总被引:3,自引:0,他引:3
To investigate the impact on urban air pollution by crop residual burning outside Nanjing, aerosol concentration, pollution gas concentration, mass concentration, and water-soluble ion size distribution were observed during one event of November 4-9, 2010. Results show that the size distribution of aerosol concentration is bimodal on pollution days and normal days, with peak values at 60-70 and 200-300 nm, respectively. Aerosol concentration is 104 cm-3. nm-1 on pollution days. The peak value of spectrum distribution of aerosol concentration on pollution days is 1.5-3.3 times higher than that on a normal day. Crop residual burning has a great impact on the concentration of fine particles. Diurnal variation of aerosol concentration is trimodal on pollution days and normal days, with peak values at 03:00, 09:00 and 19:00 local standard time. The first peak is impacted by meteorological elements, while the second and third peaks are due to human activities, such as rush hour traffic. Crop residual burning has the greatest impact on SO2 concentration, followed by NO2, O3 is hardly affected. The impact of crop residual burning on fine particles (< 2.1 μm) is larger than on coarse particles (> 2.1 μm), thus ion concentration in fine particles is higher than that in coarse particles. Crop residual burning leads to similar increase in all ion components, thus it has a small impact on the water-soluble ions order. Crop residual burning has a strong impact on the size distribution of K+, Cl-, Na+, and F- and has a weak impact on the size distributions of NH4+, Ca2+, NO3- and SO42-. 相似文献
26.
Adsorption of mixed cationic-nonionic surfactant and its effect on bentonite structure 总被引:1,自引:0,他引:1
The adsorption of cationic-nonionic mixed surfactant onto bentonite and its effect on bentonite structure were investigated. The objective was to improve the understanding of surfactant behavior on clay mineral for its possible use in remediation technologies of soil and groundwater contaminated by toxic organic compounds. The cationic surfactant used was hexadecylpyridinium bromide (HDPB), and the nonionic surfactant was Triton X-100 (TX100). Adsorption of TX100 was enhanced significantly by the addition of HDPB, but this enhancement decreased with an increase in the fraction of the cationic surfactant. Part of HDPB was replaced by TX100 which decreased the adsorption of HDPB. However, the total adsorbed amount of the mixed surfactant was still increased substantially, indicating the synergistic effect between the cationic and nonionic surfactants. The surfactant-modified bentonite was characterized by Brunauer-Emmett-Teller specific surface area measurement, Fourier transform infrared spectroscopy, and thermogravimetric-derivative thermogravimetric/differential thermal analyses. Surfactant intercalation was found to decrease the bentonite specific surface area, pore volume, and surface roughness and irregularities, as calculated by nitrogen adsorption-desorption isotherms. The co-adsorption of the cationic and nonionic surfactants increased the ordering conformation of the adsorbed surfactants on bentonite, but decreased the thermal stability of the organobentonite system. 相似文献
27.
Some problems including low treatment capacity, agglomeration and clogging phenomena, and short working life, limit the application of pre-treatment methods involving zero-valent iron (ZVI). In this article, ZVI was frozen in an amorphous state through a melt-spinning technique, and the decolorization effect of amorphous ZVI on Acid Orange II solution was investigated under varied conditions of experimental variables such as reaction temperature, ribbon dosage, and initial pH. Batch experiments suggested that the decolorization rate was enhanced with the increase of reaction temperature and ribbon dosage, but decreased with increasing initial solution pH. Kinetic analyses indicated that the decolorization process followed a first order exponential kinetic model, and the surface-normalized decolorization rate could reach 2.09 L/(m2. min) at room temperature, which was about ten times larger than any previously reported under similar conditions. Recycling experiments also proved that the ribbons could be reused at least four times without obvious decay of decolorization rate and efficiency. This study suggests a tremendous application potential for amorphous ZVI in remediation of groundwater or wastewater contaminated with azo dyes. 相似文献
28.
以铬污染地下水为研究对象,用零价铁作为反应介质设计了可渗透反应墙(PRB),对零价铁处理铬污染地下水的处理效果和长期稳定性进行了研究。对不同粒径的铁粉处理效果进行对比,发现铁粉粒径越小,处理效果越好。用铁粉作为PRB反应介质,对PRB处理铬污染地下水的长期稳定性进行了研究。试验结果表明,采用Fe0-PRB原位技术处理铬污染地下水,铁粉粒径越小处理废水的水质越好,但介质粒径越小,反应器渗透系数越小,处理水量显著减少;且铁粉在处理含铬废水时生成了大量的难溶化合物,容易造成填料堵塞,导致铁粉利用效率不高。因此有必要研制铁粉复合填料,增大填料的渗透性,提高填料处理含铬废水时铁粉的利用效率。 相似文献
29.
30.