全文获取类型
收费全文 | 15881篇 |
免费 | 860篇 |
国内免费 | 5861篇 |
专业分类
安全科学 | 1249篇 |
废物处理 | 1000篇 |
环保管理 | 1306篇 |
综合类 | 9333篇 |
基础理论 | 2440篇 |
污染及防治 | 5257篇 |
评价与监测 | 745篇 |
社会与环境 | 596篇 |
灾害及防治 | 676篇 |
出版年
2024年 | 29篇 |
2023年 | 272篇 |
2022年 | 784篇 |
2021年 | 736篇 |
2020年 | 576篇 |
2019年 | 499篇 |
2018年 | 642篇 |
2017年 | 749篇 |
2016年 | 855篇 |
2015年 | 1041篇 |
2014年 | 1284篇 |
2013年 | 1611篇 |
2012年 | 1374篇 |
2011年 | 1400篇 |
2010年 | 1159篇 |
2009年 | 1140篇 |
2008年 | 1224篇 |
2007年 | 1014篇 |
2006年 | 1011篇 |
2005年 | 649篇 |
2004年 | 480篇 |
2003年 | 540篇 |
2002年 | 489篇 |
2001年 | 357篇 |
2000年 | 439篇 |
1999年 | 382篇 |
1998年 | 303篇 |
1997年 | 332篇 |
1996年 | 286篇 |
1995年 | 223篇 |
1994年 | 171篇 |
1993年 | 140篇 |
1992年 | 130篇 |
1991年 | 73篇 |
1990年 | 68篇 |
1989年 | 27篇 |
1988年 | 29篇 |
1987年 | 21篇 |
1986年 | 15篇 |
1985年 | 9篇 |
1984年 | 7篇 |
1983年 | 8篇 |
1982年 | 13篇 |
1981年 | 8篇 |
1979年 | 1篇 |
1976年 | 1篇 |
1958年 | 1篇 |
排序方式: 共有10000条查询结果,搜索用时 13 毫秒
41.
Apologizing is important for conflict resolution and relationship reconciliation, yet apologies often fail to restore the damaged relationship. While much research has been devoted to investigating the victims' reactions upon receiving an apology, in this paper, we adopt an apologizer-centric approach and explore the phenomenon of apologizing with no felt transgression (vis-à-vis when there is felt transgression) along with its affective and reconciliation outcomes for the apologizer. Based on Appraisal Tendency Framework, we predict that apologizing with no felt transgression will lead to reduced guilt and increased anger in the apologizer, which will result in a decreased level of their restoration efforts towards the victim. In addition, we further hypothesize about the role of organizational conflict cultures in influencing the relationship between apologizing and restoration efforts via guilt and anger. Study 1 uses a micro-narrative procedure and an inductive data analysis approach to demonstrate the varied situations and motivations of employees apologizing with (no) felt transgression, Study 2 utilizes an experimental design to examine the mediation effect, and Study 3 employs the critical incident technique to test our whole research model. Our hypotheses were largely supported across our studies. Theoretical and practical implications are discussed. 相似文献
42.
43.
采用依时间序列进行对比的方法,考察了高锰酸盐复合剂(PPC)对饮用水源的强化除污染效能。生产性实验结果表明,PPC具有优良的强化混凝和强化过滤效能,能显著降低水厂沉后水和滤后水的浊度、CODMn、UV254等水质指标。与未投加时相比较,水厂投加PPC后沉后水和滤后水浊度分别降低了25%和33.3%,沉后水和滤后水CODMn去除率分别提高了15.3%和11.5%,UV254去除率分别提高了16.3%和9.5%。同时,GC/MS分析表明PPC能有效去除水源水中的多种微量有机污染物,显著提高饮用水的化学安全性。PPC通过高锰酸钾的氧化作用,水合二氧化锰的吸附作用,以及各组分间的协同强化作用,显著提高了对水中污染物质的去除效率。 相似文献
44.
Xiaolong Li Congcong Ding Jiali Liao Liang Du Qun Sun Jijun Yang Yuanyou Yang Dong Zhang Jun Tang Ning Liu 《环境科学学报(英文版)》2017,29(3):9-15
The microbial reduction of U(VI) by Bacillus sp. dwc-2, isolated from soil in Southwest China, was explored using transmission electron microscopy (TEM), X-ray photoelectron spectroscopy (XPS) and X-ray absorption near edge spectroscopy (XANES). Our studies indicated that approximately 16.0% of U(VI) at an initial concentration of 100 mg/L uranium nitrate could be reduced by Bacillus sp. dwc-2 at pH 8.2 under anaerobic conditions at room temperature. Additionally, natural organic matter (NOM) played an important role in enhancing the bioreduction of U(VI) by Bacillus sp. dwc-2. XPS results demonstrated that the uranium presented mixed valence states (U(VI) and U(IV)) after bioreduction, which was subsequently confirmed by XANES. Furthermore, the TEM and high resolution transmission electron microscopy (HRTEM) analysis suggested that the reduced uranium was bioaccumulated mainly within the cell and as a crystalline structure on the cell wall. These observations implied that the reduction of uranium may have a significant effect on its fate in the soil environment in which these bacterial strains occur. 相似文献
45.
Qingwei Wang Kaizhong Li Hui Liu Qingzhu Li Wenming Yao Lanyan Wu Shuimei Li 《环境科学学报(英文版)》2022,120(10):125-134
To meet the challenges posed by global arsenic water contamination, the MgAlMn-LDHs with extraordinary efficiency of arsenate removal was developed. In order to clarify the enhancement effect of the doped-Mn on the arsenate removal performance of the LDHs, the cluster models of the MgAlMn-LDHs and MgAl-LDHs were established and calculated by using density functional theory (DFT). The results shown that the doped-Mn can significantly change the electronic structure of the LDHs and improve its chemical activity. Compared with the MgAl-LDHs that without the doped-Mn, the HOMO-LUMO gap was smaller after doping. In addition, the -OH and Al on the laminates were also activated to improve the adsorption property of the LDHs. Besides, the doped-Mn existed as a novel active site. On the other hand, the MgAlMn-LDHs with the doped-Mn, the increased of the binding energy, as well as the decreased of the ion exchange energy of interlayer Cl−, making the ability to arsenate removal had been considerably elevated than the MgAl-LDHs. Furthermore, there is an obvious coordination covalent bond between arsenate and the laminates of the MgAlMn-LDHs that with the doped-Mn. 相似文献
46.
47.
48.
目的 研究某岛礁不同海洋区带环境中5083铝合金的腐蚀规律。方法 在某岛礁进行海洋多区带腐蚀试验,利用表面微观形貌观测、腐蚀产物分析、质量损失测试及点蚀深度测量等手段,对比分析铝合金在不同海洋区带中的腐蚀形貌、腐蚀速率和点蚀深度。结果 5083铝合金在某岛礁海洋全浸区带环境中的腐蚀速率最大,大气区带中的腐蚀速率最小,在潮差区带的腐蚀速率介于二者之间。试样在海洋不同区带主要发生局部腐蚀,大气区试样的最大点蚀深度最大,而潮差区试样的最大点蚀深度最小。在不同海洋区带,铝合金腐蚀产物和附着物的混合物中均含有钙元素,大气区钙元素含量远低于潮差区和全浸区,潮差区和全浸区铝合金表面的腐蚀产物和附着物混合物中主要含有CaCO3、CaSiO3和Al2O3。结论 不同海洋区带环境中,5083铝合金的腐蚀速率差别较大,潮差区和全浸区材料表面附着大量污损生物和矿物质。 相似文献
49.
针对无锡某废纸造纸企业产生的污水经厌氧-好氧-化学混凝处理后,出水在放流池产生结垢现状,对各段污水中主要离子浓度进行跟踪分析,并对结垢的组分、结垢原因、机理和防治结垢对策进行了探讨。结果表明:垢样的主要成分为CaCO3;污水中含有较高浓度的钙离子和碳酸氢根离子是导致结垢的主要原因,较高的水温、pH值、流速、流动状态、池壁的粗糙程度以及PAC的投加对结垢也有一定的影响;最佳防治对策为使用Ca(OH)2+PAM代替PAC+PAM混凝,保证COD达标排放同时,也解决了出水结垢问题。 相似文献
50.
工业废水中多金属离子的吸附净化 总被引:2,自引:1,他引:2
以含有Si、Al、Ca、C元素的矿物材料作为基质,经特定条件处理后造粒成型加工成轻质多孔Si-Al-Ca-C结构的吸附材料。研究了该吸附材料对工业废水中多种金属离子的吸附性能,探讨了影响吸附性能的因素。研究结果表明,在一定条件下,Si-Al-Ca-C吸附材料对工业废水中Al3+、Ca2+、Mn2+、Cu2+、Fe3+、Mg2+、As3+和Zn2+的净化率分别高达99.34%、99.82%、98.26%、98.16%、97.76%、97.01%、100%和89.09%。金属离子残留浓度分别为0.152、0.07、0.012、0.02、0.119、0.311、0和0.259 mg/L,均低于国家污水综合排放标准(GB8978-1996)一级标准。 相似文献