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   14650篇
  免费   1057篇
  国内免费   3356篇
安全科学   966篇
废物处理   274篇
环保管理   4047篇
综合类   8549篇
基础理论   1547篇
环境理论   1篇
污染及防治   1268篇
评价与监测   1348篇
社会与环境   816篇
灾害及防治   247篇
  2024年   47篇
  2023年   197篇
  2022年   346篇
  2021年   363篇
  2020年   449篇
  2019年   366篇
  2018年   360篇
  2017年   516篇
  2016年   635篇
  2015年   727篇
  2014年   717篇
  2013年   1055篇
  2012年   1073篇
  2011年   1158篇
  2010年   813篇
  2009年   852篇
  2008年   640篇
  2007年   1045篇
  2006年   979篇
  2005年   775篇
  2004年   664篇
  2003年   689篇
  2002年   591篇
  2001年   491篇
  2000年   462篇
  1999年   385篇
  1998年   276篇
  1997年   266篇
  1996年   243篇
  1995年   208篇
  1994年   178篇
  1993年   170篇
  1992年   124篇
  1991年   101篇
  1990年   80篇
  1989年   82篇
  1988年   75篇
  1987年   69篇
  1986年   43篇
  1984年   47篇
  1983年   57篇
  1982年   58篇
  1981年   73篇
  1980年   79篇
  1979年   72篇
  1978年   50篇
  1977年   46篇
  1973年   44篇
  1972年   38篇
  1971年   58篇
排序方式: 共有10000条查询结果,搜索用时 421 毫秒
981.
San Vicente Bay is a coastal shallow embayment in Central Chile with multiple uses, one of which is receiving wastewater from industrial fisheries, steel mill effluents, and domestic sewage. A simulation model was developed and applied to dissolved oxygen consumption by organic residues released into this embayment. Three compartments were established as function of: depth, circulation and outfall location. The model compartments had different volumes, and their oxygen saturation value was used as baseline. The parameters: (a) BOD5 of the industrial and urban effluents, (b) oxygen demand by organic sediments, (c) respiration, (d) photosynthesis and (e) re-aeration were included in the model. Iteration results of the model showed severe alterations in Compartment 1, with a decrease of 65% in the oxygen below saturation. Compartment 2 showed a small decline (10%) and compartment 3 did not show apparent changes in oxygen values. Measures recommended for remediation were to decrease the BOD5 loading by 30% in the affected sector. Iteration of the model for 200 h following recommendations derived from the preceding results produced an increase in saturation of 60% (5 ml O2 L−1), which suggested an improvement of the environmental conditions.  相似文献   
982.
Nitrate contamination of water sources is a concern where large amounts of nitrogen fertilizers are regularly applied to soils. Ingested nitrate from dietary sources and drinking water can be converted to nitrite and ultimately to N-nitroso compounds, many of which are known carcinogens. Epidemiologic studies of drinking water nitrate and cancer report mixed findings; a criticism is the use of nitrate concentrations from retrospective drinking water data to assign exposure levels. Residential point-of-use nitrate data are scarce; gaps in historical data for municipal supply finished water hamper exposure classification efforts. We used generalized linear regression models to estimate and compare historical raw water and finished water nitrate levels (1960s--1990s) in single source Iowa municipal supplies to determine whether raw water monitoring data could supplement finished water data to improve exposure assessment. Comparison of raw water and finished water samples (same sampling date) showed a significant difference in nitrate levels in municipalities using rivers; municipalities using other surface water or alluvial groundwater had no difference in nitrate levels. A regional aggregation of alluvial groundwater municipalities was constructed based on results from a previous study showing regional differences in nitrate contamination of private wells; results from this analysis were mixed, dependent upon region and decade. These analyses demonstrate using historical raw water nitrate monitoring data to supplement finished water data for exposure assessment is appropriate for individual Iowa municipal supplies using alluvial groundwater, lakes or reservoirs. Using alluvial raw water data on a regional basis is dependent on region and decade.  相似文献   
983.
A submersible sonde equipped with a specific conductivity probe, linked with a global positioning satellite receiver was developed, deployed on a small boat, and used to map spatial and temporal variations in specific conductivity in a large reservoir. 7,695 sample points were recorded during 8 sampling trips. Specific conductivity ranged from 442,uS/cm to 3,378,uS/cm over the nine-month study. The data showed five statistically different zones in the reservoir: 2 different riverine zones, 2 different riverine transition zones, and a lacustrine zone (the main lake zone). These data were imported to a geographic information system where they were spatially interpolated to generate 8 maps showing specific conductivity levels across the entire surface of the lake. The highly dynamic nature of water quality, due to the widely differing nature of the rivers that flow into the reservoir and the effect of large inflows of fresh water during winter storms is easily captured and visualized using this approach.  相似文献   
984.
Oil activities in the Arabian Gulf can potentially affect the quality of the intake water available for coastal desalination plants. This paper addresses such situation by investigating the quality of intake water and desalinated water produced by a desalination plant located near a coastal industrial complex in United Arab Emirates (UAE). Analyses of the organic compounds on the intake seawater reported non-detected levels in most samples for the three tested organic groups; namely Polyaromatic Hydrocarbons (PAHs), Phenols, and Polychlorinated Biphenyls (PCBs). Trihalomethanes (THMs) and Haloacetic Acids (HAAs) were also tracked in the intake sea water, throughout the desalination processes, and in the final produced drinking water, to evaluate the undertaken pre- and post chlorination practices. The levels of considered Chlorination Byproducts (CBPs) were mostly found below the permissible international limits with few exceptions showing tangible levels of bromoform in the intake seawater and in the final produced drinking water as well. Lab-controlled experiments on the final produced distillate showed little contribution of its blending with small percentage of seawater upon the formation of trihalomethane and in particular, bromoform. Such results indicate that the organic precursors originated in the seawater are responsible for bromoform formation in the final distillate.  相似文献   
985.
稳定同位素示踪技术是河流水文过程研究的重要方式,可以用来判定河流补给的来源、研究河流与其它水体相互作用、示踪水文循环过程等.本文采用TC/EA-IRMS分析法对拉萨河水体的氢氧同位素进行测定,分析了 δD和δ18O的含量及空间分布特征,并分析了拉萨河的同位素效应,包括与大气降水氢氧同位素的关系、氢氧同位素的沿程变化特征...  相似文献   
986.
利用固相萃取-气相色谱/串联质谱法(SPE-GC-MS/MS),对太湖流域上游城镇常州武南地区的地表水体和典型排放源中的4种芳香胺类污染物(AAs)进行连续2年监测,综合分析了2018~2019年间AAs的污染及浓度特征.结果表明,武南地区河网中目标AAs的总浓度范围为相似文献   
987.
叶蔚君  魏在山  胡芳 《化工环保》2006,26(5):425-428
以二甲基二氯硅烷为硅源,与氯化铁、氯化铝聚合制得新型的聚硅氯化铁铝(PSFAC)絮凝剂,考察了制备条件及PSFAC对含油废水和药厂废水的絮凝效果。制备PSFAC的最佳条件:nFc:nAl为0.4,nSi:n(Al+Fe)为0.1,碱化度为2.0,C(Al,Fe)、为0.1mol/L,熟化时间为1-2d。当PSFAC加入量为10mg/L时,对含油废水、药厂废水的浊度去除率分别为84%和86%。PSFAC具有加入量少、沉降速度快、适用的pH范围较宽等优点。  相似文献   
988.
长江河口硅和磷生源要素质量浓度的变化特征   总被引:6,自引:4,他引:2  
根据近年来长江河口区域内大通水文站的记录和近期在长江入海河口区上海段多个采样点的生源要素质量浓度实测数据,比较水中可溶性硅酸盐和磷酸盐的质量浓度,分析在长江入海河口区水中硅和磷元素含量的主要变化特征.结果表明,长江水中的硅酸盐和磷酸盐从长江入海河口进入大海的过程中,其质量浓度有降低的趋势,它们在长江入海河口的多年的质量浓度变化趋势是相反的.长江入海河口区域上游的磷酸盐质量浓度升高幅度较大,而硅酸盐变化不大,硅酸盐、磷酸盐质量浓度在长江河口区进入海洋的过程中迅速降低.   相似文献   
989.
黄河河口区域有机污染物的特征分析   总被引:13,自引:5,他引:8  
对2004年采集于黄河河口区域的水样进行了检测分析共鉴定出有机污染物8类192种,包括VOCs33种、SVOCs159种;其中属美国列出的129种优先控制污染物的有62种,属我国列出的58种优先控制污染物的有33种,属GB3838-2002控制的有31种.定量出的VOCs有19种,主要包括卤代烃类和单环芳香族类,其质量浓度平均值分别为0.683和0.609 μg/L;定量出的SVOCs有69种,主要包括多环芳烃类、酯类、单环芳香族类、卤代烃类、酚类和农药类,其质量浓度平均值分别为0.458,1.011,0.367,0.121,0 220和0.045 μg/L,其中多环芳烃类、酯类和单环芳香族类的污染程度相对较高,分别超标2.857,0.288和0.001~1.543倍.   相似文献   
990.
水环境退化经济损失的计量方法及其应用   总被引:5,自引:0,他引:5       下载免费PDF全文
水环境退化较难以市场价格方式体现,是绿色GDP核算的一大难点.分析了影响水环境退化的社会经济因素、自然因素,在此基础上,构建了水环境退化的计量模型,并将社会经济发展的阶段性特征、水资源供需矛盾、降水补给变异特征和水质状况纳入模型中,采用不同参数进行描述,以保证模型的逻辑完备性和计算的简洁性.在湖州市绿色GDP核算过程中,采用该模型分别计算各县区2001-2004年水环境退化的经济损失.这些损失与当地水资源供需矛盾、水污染状况、社会经济发展等因素变化状况相符,准确反映了湖州市水环境退化的实际状况.结果表明,水环境退化的经济损失,除水污染程度外,还受到社会经济因素和降水补给等自然因素的影响.   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