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   2770篇
  免费   158篇
  国内免费   1008篇
安全科学   243篇
废物处理   146篇
环保管理   245篇
综合类   1591篇
基础理论   498篇
环境理论   1篇
污染及防治   831篇
评价与监测   146篇
社会与环境   139篇
灾害及防治   96篇
  2024年   13篇
  2023年   88篇
  2022年   148篇
  2021年   154篇
  2020年   128篇
  2019年   114篇
  2018年   134篇
  2017年   144篇
  2016年   122篇
  2015年   181篇
  2014年   210篇
  2013年   239篇
  2012年   229篇
  2011年   239篇
  2010年   162篇
  2009年   161篇
  2008年   202篇
  2007年   156篇
  2006年   160篇
  2005年   105篇
  2004年   66篇
  2003年   94篇
  2002年   101篇
  2001年   91篇
  2000年   64篇
  1999年   59篇
  1998年   57篇
  1997年   47篇
  1996年   54篇
  1995年   39篇
  1994年   44篇
  1993年   25篇
  1992年   22篇
  1991年   12篇
  1990年   11篇
  1989年   9篇
  1988年   8篇
  1987年   5篇
  1986年   3篇
  1985年   4篇
  1984年   3篇
  1983年   6篇
  1982年   6篇
  1981年   2篇
  1979年   4篇
  1978年   2篇
  1974年   1篇
  1973年   1篇
  1972年   2篇
  1971年   1篇
排序方式: 共有3936条查询结果,搜索用时 15 毫秒
121.
Environmental Fluid Mechanics - Stratification effects induced by density differences between the incoming flows are investigated at a medium-size stream confluence with a highly discordant bed....  相似文献   
122.
• Washed MSWI fly ash was used as partial cement or sand substitute. • Sand replacing is beneficial for strength, while cement replacement reduces strength. • Cementing efficiency factor and mortar pore structure explain the strength results. • Health risk assessment was conducted for MSWI fly ash blended cement mortar. • CR and HI contributed by different exposures and heavy metals were analyzed. The strength of cement substituted mortar decreases with the increase in fly ash amount, whereas the strength increases when the fly ash is blended as sand substitute. A mortar with highest strength (compressive strength= 30.2 Mpa; flexural strength= 7.0 Mpa) was obtained when the sand replacement ratio was 0.75%. The k value (cementing efficiency) of fly ash varied between 0.36 and 0.15 for the fly ash fraction in binder between 5% and 25%. The k values of fly ash used for sand replacement were all significantly above that used for cement substitution. The macropores assigned to the gaps between particles decreased when the fly ash was used as sand replacement, providing an explanation for the strength enhancement. The waste-extraction procedure (toxicity-sulphuric acid and nitric acid method (HJ/T 299-2007)) was used to evaluate metal leaching, indicating the reuse possibility of fly ash blended mortar. For the mortar with the mass ratio of fly ash to binder of 0.5%, the carcinogenic risks (CR) and non-carcinogenic hazard quotient (HQ) in sensitive scenario for blended mortar utilization were 9.66 × 10-7 and 0.06, respectively; these results were both lower than the threshold values, showing an acceptable health risk. The CR (9.89 × 10-5) and HQ (3.89) of the non-sensitive scenario for fly ash treatment exceeded the acceptable threshold values, indicating health risks to onsite workers. The main contributor to the carcinogenic and non-carcinogenic risk is Cr and Cd, respectively. The CR and HQ from inhalation was the main route of heavy metal exposure.  相似文献   
123.
• Physical and chemical properties and application of peracetic acid solution. • Determination method of high concentration peracetic acid. • Determination method of residual peracetic acid (low concentration). Peroxyacetic acid has been widely used in food, medical, and synthetic chemical fields for the past several decades. Recently, peroxyacetic acid has gradually become an effective alternative disinfectant in wastewater disinfection and has strong redox capacity for removing micro-pollutants from drinking water. However, commercial peroxyacetic acid solutions are primarily multi-component mixtures of peroxyacetic acid, acetic acid, hydrogen peroxide, and water. During the process of water treatment, peroxyacetic acid and hydrogen peroxide (H2O2) often coexist, which limits further investigation on the properties of peroxyacetic acid. Therefore, analytical methods need to achieve a certain level of selectivity, particularly when peroxyacetic acid and hydrogen peroxide coexist. This review summarizes the measurement and detection methods of peroxyacetic acid, comparing the principle, adaptability, and relative merits of these methods.  相似文献   
124.
Environmental Science and Pollution Research - Soil labile and recalcitrant carbon (C) and nitrogen (N) are strongly controlled by plant inputs and climatic conditions. However, the interrelation...  相似文献   
125.
基于PSFR(压力-状态-功能-风险)模型,选取16个分项指标、34个评估指标,建立了4层次指标体系,兼顾流域的整体性与差异性,根据环境特点及功能分区将河北省滦河流域划分为6个评估单元展开生态安全评估。结果表明:整个流域的生态安全水平位于三级到二级之间;潘大水库上游评估单元刚刚达到二级较安全水平;引滦入津、大黑汀下游和青龙河秦皇岛评估单元属于临近二级的三级水平;冀东沿海的秦皇岛和唐山评估单元生态安全指数较低,但均大于50,属于三级一般水平。研究表明,水资源过度开发是各评估单元共有的不安全因素,面源污染严重和生态风险较高也是造成流域生态安全指数不高的重要原因。  相似文献   
126.
利用1963~2015年长江流域115个气象站点逐日降水数据,分析了不同极端降水指标的空间变化特点和时间变化趋势。结果表明,近53 a来,长江流域多年平均年极端降水量与年降水量从下游到上游逐渐递减,两者变化趋势大致呈现“增-减-增”的空间分布格局。年极端降水量对年降水量贡献(PEP)存在明显的空间分布差异,但贡献比例在流域内普遍呈现增加的趋势。持续1 d的极端降水事件的降水量分布及其变化趋势与年极端降水量的分布特征类似,其对年极端降水量的贡献比例高达65%以上,说明长江流域极端降水以持续1 d的极端降水事件为主。持续2 d及以上的极端降水事件主要集在中皖苏赣局部地区和四川中部地区,但其降水量对年极端降水量的贡献比例较小。从上游到下游,年最大日降水量(MDP)逐渐增大。其中,上游源头地区的沱沱河、曲麻莱和玉树3个站点MDP主要集中在0~25 mm之间,其他站点均以25~50 mm量级为主;长江流域中部地区的MDP大部分以50~100 mm的量级为主,处于100~150 mm之间的次之;长江流域东部地区主要以100~150 mm量级的MDP为主。 关键词: 极端降水;降水贡献;不同历时;长江流域  相似文献   
127.
含氟废气对农业环境的影响   总被引:5,自引:0,他引:5  
周惠权  陈欣其 《化工环保》1996,16(2):98-101
叙述了某厂氢氟酸生产过程排出的含氟废气对厂区周围水稻和蔬菜的污染及其与气象条件的关系,并提出了防止农业环境氟污染的措施。  相似文献   
128.
Valuation of health effects of air pollution is becoming a critical component of the performance of cost–benefit analysis of pollution control measures, which provides a basis for setting priorities for action. Beijing has focused on control of transport emission as vehicular emissions have recently become an important source of air pollution, particularly during Olympic games and Post-games. In this paper, we conducted an estimation of health effects and economic cost caused by road transport-related air pollution using an integrated assessment approach which utilizes air quality model, engineering, epidemiology, and economics. The results show that the total economic cost of health impacts due to air pollution contributed from transport in Beijing during 2004–2008 was 272, 297, 310, 323, 298 million US$ (mean value), respectively. The economic costs of road transport accounted for 0.52, 0.57, 0.60, 0.62, and 0.58% of annual Beijing GDP from 2004 to 2008. Average cost per vehicle and per ton of PM10 emission from road transport can also be estimated as 106 US $/number and 3584 US $ t?1, respectively. These findings illustrate that the impact of road transport contributed particulate air pollution on human health could be substantial in Beijing, whether in physical and economic terms. Therefore, some control measures to reduce transport emissions could lead to considerable economic benefit.  相似文献   
129.
温拌沥青混合料摊铺节能减排效果的定量化研究   总被引:4,自引:0,他引:4  
通过对温拌沥青混合料(WMA)和热拌沥青混合料(HMA)生产能耗值的测量和计算,对利用WMA替代HMA作为路面材料的节能效果进行了定量核算;并结合沥青路面摊铺的实际工程设计检测方案,通过实地检测,对WMA替代HWA进行路面摊铺这一重要环节的减排效果进行了定量化。测试和分析结果显示,采用适当的温拌技术,生产能耗可降低22.4%,但是提高生产环节的能源利用效率才是降耗的重要途径。对摊铺施工的实地测量表明,WMA替代HWA摊铺可使沥青烟排放降幅53.1%,一氧化碳排放降低35.4%,二氧化氮排放降低53%,二氧化硫排放降低63.1%,综合挥发性有机物化合物VOC排放降幅达56.2%。利用WMA代替HWA作为路面材料节能减排效果十分明显。  相似文献   
130.
The effect of foot traffic on indoor particle resuspension was evaluated by associating non-prescribed foot traffic with simultaneous size-resolved airborne particulate matter (PM) concentrations in a northern California hospital. Foot traffic and PM were measured every 15 min in a carpeted hallway over two 27-h periods. The PM concentration in the hallway was modeled based on the foot traffic intensity, including the previous PM concentration via an autocorrelation regression method based on the well-mixed box model. All 5 size ranges of PM, ranging from 0.75–1 μm to 5–7.5 μm, were highly correlated with foot traffic measurements for both monitoring periods (p < 0.001, R2 = 0.87–0.90). However, correlations during daytime hours were less significant than nighttime. Coefficients found via this autoregressive analysis can be interpreted to reveal (i) time-independent contributions of walking activities on PM levels for a specific location; and (ii) size-specific characteristics of the resuspended PM.  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