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   339篇
  免费   25篇
  国内免费   87篇
安全科学   36篇
废物处理   10篇
环保管理   20篇
综合类   194篇
基础理论   49篇
污染及防治   53篇
评价与监测   44篇
社会与环境   6篇
灾害及防治   39篇
  2024年   1篇
  2023年   3篇
  2022年   9篇
  2021年   15篇
  2020年   20篇
  2019年   15篇
  2018年   18篇
  2017年   9篇
  2016年   11篇
  2015年   11篇
  2014年   11篇
  2013年   36篇
  2012年   32篇
  2011年   26篇
  2010年   17篇
  2009年   25篇
  2008年   14篇
  2007年   20篇
  2006年   27篇
  2005年   24篇
  2004年   12篇
  2003年   15篇
  2002年   14篇
  2001年   11篇
  2000年   12篇
  1999年   9篇
  1998年   9篇
  1997年   3篇
  1996年   4篇
  1995年   4篇
  1994年   3篇
  1993年   3篇
  1992年   4篇
  1987年   1篇
  1986年   1篇
  1972年   1篇
  1971年   1篇
排序方式: 共有451条查询结果,搜索用时 31 毫秒
61.
为了兼顾钢筋混凝土(RC)柱抗剪承载力分析的计算精度和简便性,研究建立了一种基于力学机制的RC柱抗剪承载力简化模型。首先基于变角桁架-拱模型理论,结合变角桁架模型的力平衡条件以及变角桁架模型和拱模型之间的变形协调条件,建立了RC柱抗剪承载力分析的理论模型;然后利用38组试验数据进行统计分析,分别确定了混凝土、箍筋和拱模型的抗剪承载力贡献系数近似取值,在此基础上建立了R C柱抗剪承载力分析的简化模型;最后通过与试验数据进行对比分析,验证了该模型的计算精度和适用性。分析结果表明,该模型不仅可以合理分析混凝土、箍筋和拱作用的抗剪承载力贡献,具有较高的计算精度,而且计算公式较为简洁。  相似文献   
62.
利用瓦里关全球本底站和番禺气象局地面观测的CO2浓度资料对SCIAMACHY反演得到的对流层CO2产品进行验证.结果显示:SCIAMACHY产品能较好地反映对流层CO2的分布状况,在珠三角地区反演和观测的残差为1.29×10-6,相关系数为0.69,可用于分析区域对流层CO2的时空分布特征.利用2003~2009年SCIAMACHY观测资料分析研究显示:广东地区对流层CO2柱浓度最高值出现在春季,最低值出现在夏季,浓度年均值和年增长率分别为384.84′10-6和1.53′10-6/a,大于全球和我国同期的观测结果;粤东、粤西、粤北和珠三角地区的浓度均在春、冬季显著高于夏季、秋季 ,相同季节内各区域之间的差异不显著;粤西地区CO2柱浓度的年增长率最高,为1.82′10-6/a,珠三角和粤东地区的年增长率相当,分别为1.65,1.64′10-6/a,粤北地区的年增长率最低,为1.61′10-6/a.  相似文献   
63.
Al13形态的凝胶层析分离及分离级分特性对比   总被引:1,自引:0,他引:1  
采用聚丙烯酰胺凝胶柱层析法分离纯化聚合氯化铝(PAC)中的Al13形态,并采用Al- Ferron逐时络合比色法、透射电镜(TEM)和ZATESIZER测定仪对分离纯化过程中所得3个级分进行了分析表征和电荷特性的研究;采用烧杯实验法对3个级分处理实际和模拟水样的混凝效果进行了对比性研究.Al- Ferron逐时络合比色法和TEM结果表明,在层析法分离中级分随着洗脱时间延长按分子的大小依次洗脱下来,因此截取中间组分即可得到含量95 %左右的纳米Al13形态;电荷特性和混凝效果研究结果表明,第3个级分其他两者具有更好的除浊、除腐殖酸和脱色效果,并且具有更强的电中和能力,因此Al13形态是一种具有较高正电荷和较高的水解稳定性以及宽的pH适用范围,在给水和废水处理中是一种较为有效的Al形态.  相似文献   
64.
贵州高原红枫湖水库季节性分层的水环境质量响应   总被引:27,自引:0,他引:27       下载免费PDF全文
为了揭示贵州高原深水水库水体的垂直分层结构及其水环境质量响应特征,于2008年8月~2009年10月对红枫湖水库5个采样点进行了45次采样,对水文、营养盐等湖沼学变量季节动态和分布进行了分析,探讨了季节性水质恶化事件的发生机制.结果表明,红枫湖水库水体呈单循环混合模式,在4~9月形成分层,但没有典型分层湖泊的温跃层变化,这种不显著的分层导致了水化学的分层.叶绿素a、总磷、总氮和氨氮平均值分别为13.6mg/m3,0.063mg/L,1.22mg/L,0.347mg/L;透明度为1.9m.指示该水库处于中-富营养状态.分层期底层溶解氧在0.3~6.9mg/L之间、平均为2.6mg/L,氮磷质量比在8~104之间,表明红枫湖水库是一个底层滞留带季节性缺氧的高氮、磷限制型水库.贵州高原深水水库季节性水质恶化事件与水体分层结构失稳有关,是富营养化水库在气温骤降时发生“翻湖”所导致的结果,也是贵州高原深水水库富营养化的另一种表现形式.  相似文献   
65.
The efficiency of chir pine sawdust (CPS) for adsorptive removal of the dyes, congo red (CR) and basic violet 1 (BV), from aqueous solution was evaluated using batch and column studies. The equilibrium was attained in 60 min for CR and 45 min for BV. The adsorption of BV obeyed the Langmuir isotherm model while the Freundlich isotherm fitted the equilibrium data of CR adsorption. The Langmuir monolayer adsorption capacities (Qo) of CPS for BV and CR were 11.3 and 5.8 g kg?1, respectively. The kinetic data for CR were best fitted to the Lagergren pseudo-first-order model and for BV to the pseudo-second-order model. The intra-particle diffusion was found to be the rate-controlling step for CR adsorption, while the adsorption kinetics of BV were controlled by both intra-particle and liquid-film diffusion. The thermodynamic parameters indicated that the adsorption process was spontaneous and endothermic in nature. The adsorption activation energy (Ea) for CR (124 kJ mol?1) implied chemical adsorption while that for BV (5.4 kJ mol?1) indicated physical adsorption. An increase in the Thomas model constant (KTh) with increasing flow indicated that for both dyes the mass transport resistance decreased during adsorption. Thus, CPS may be an efficient low-cost adsorbent for decolorization of dye-containing wastewaters.  相似文献   
66.
Benthic macrofaunal populations through their feeding, bioturbation, burrow construction and sediment irrigation activities have profound influences on organic matter inputs to marine sediments (biodeposition) and on the vertical distribution of deposited organic matter within the sediment. These effects in turn influence the rates and pathways of organic matter mineralisation, and element cycles. Similarly, bioturbation, burrow construction and burrow irrigation are major determinants of sediment-water column fluxes of oxygen and nutrients.

In this review, I discuss the influences of the different benthic macrofaunal feeding (functional) groups on mineralisation processes and sediment-water column fluxes of particulate and dissolved nutrients. How these effects influence diagenic processes, the balance between aerobic and anaerobic processes, and the redox status of the surficial sediments. Finally, I discuss some of the limitations of the predominantly laboratory techniques which have been used to study “macrofaunal effects” and how this hinders the inclusion of the effects in quantitative sediment biogeochemical models.  相似文献   
67.
Abstract

Sewage sludge from four publicly-owned treatment works was sampled and characterized in terms of parameters affecting transport at the 106-mile deep ocean disposal site as part of the US Environmental Protection Agency's site monitoring programme. Samples from treatment plants in Passaic Valley, Rahway, and Elizabeth, New Jersey and New York City were characterized in terms of dynamic size distribution, suspended solids and density. the transport characteristics of sludge particles were measured using a 2 metre computer-interfaced laboratory settling column. Experiments were conducted at constant salinity (35 ppt) while varying hydrodynamic mixing, sludge type and concentration using a modified factorial experimental design. Hydrodynamic power dissipation was varied so that the vertical dispersion and rms fluid shear rate ranged between 0-6 cm2S?1 and 0-30s?1 respectively. Results indicate that at least 80% of suspended sludge particles will eventually settle under mixed conditions. the average settling velocities ranged between 0.05-4.05 × 10-3 cm s-1. Shear rates above 15 s?1 inhibited sludge settling due to aggregate breakup and boundary effects, but at a lower shear rate, differential settling and fluid shear were the dominant transport mechanisms. Sludge dilution (1/500-1/5000) had a limited effect on the settling rate. Results from this study can be used to calibrate particle transport models to determine the fate of sludge disposed at an ocean disposal site.  相似文献   
68.
The overall effect of the number of boats on the copper (Cu) levels in the water column and sediment, along with their spatial variability within Shelter Island Yacht Basin (SIYB), San Diego Bay, California was examined. We identified a horizontal gradient of increasing dissolved Cu and Cu in sediment from outside to the head of SIYB which was coincident with the increasing number of boats. Spatial models of Cu distribution in water and sediment indicated the presence of ‘hotspots’ of Cu concentration. From outside to the head of SIYB, dissolved Cu ranged from 1.3 μ g L?1 to 14.6 μ g L?1 in surface water, and 2.0 μ g L?1 to 10.2 μ g L?1 in bottom water. Cu in sediment exceeded the Effect Range Low of 34 mg kg?1 (i.e. where adverse effects to fauna may occur), with a peak concentration of 442 mg kg?1 at the head of the basin. Free Cu++ in surface water was several orders of magnitude higher than in sediment porewater. High-resolution data of Cu species together with probability maps presented in this paper will allow managers to easily visualise and localise areas of impaired quality and to prioritise which areas should be targeted to improve Cu-related conditions.  相似文献   
69.
针对屋面雨水回灌裂隙岩溶含水层要求快速量大和水质要求高的特点,设计了相适宜的砂滤柱.采用室内砂滤试验研究了济南市屋面雨水径流回灌裂隙岩溶含水层之前的雨水净化效果.结果表明,砂柱对屋面雨水径流污染物有明显的去除效果,浊度的平均去除率达到87%,悬浮物的平均去除率达到70%以上,对色度、挥发酚、Pb和Zn也有一定的去除效果,对NH3-N、NO2-N的去除效果较差.浊度、色度和悬浮物等大部分污染物的去除主要集中在上层完成,因此,砂柱的上层需要定期更换.  相似文献   
70.
利用SCIAMACHYENVISAT 2003—2009年月均观测数据,结合1∶4 000 000行政区划图,得到了近7 a来我国城市级别NO2柱浓度的时空分布和变化趋势,并采用Seasonal Mann-Kendall非参数检验方法对各城市的变化趋势进行了显著性分析. 结果表明:我国NO2分布东高西低,NO2柱浓度高值区主要分布在京津冀及环渤海区域、长江三角洲北部及广东省等地区. 近7 a来我国北部和中部地区的NO2增长趋势显著,NO2柱浓度平均值最高和增速最快的前20个城市主要分布在江苏、山东和安徽等省的二级城市郊县和小城市. 与统计年鉴工业废气排放数据的比较表明,工业废气排放与NO2柱浓度及其时空分布具有较好的一致性. 这种新的NO2污染格局应该引起重视并采取有针对性的污染监管措施.   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