全文获取类型
收费全文 | 1318篇 |
免费 | 74篇 |
国内免费 | 197篇 |
专业分类
安全科学 | 141篇 |
废物处理 | 18篇 |
环保管理 | 344篇 |
综合类 | 359篇 |
基础理论 | 431篇 |
环境理论 | 1篇 |
污染及防治 | 106篇 |
评价与监测 | 53篇 |
社会与环境 | 77篇 |
灾害及防治 | 59篇 |
出版年
2024年 | 7篇 |
2023年 | 26篇 |
2022年 | 26篇 |
2021年 | 54篇 |
2020年 | 50篇 |
2019年 | 31篇 |
2018年 | 25篇 |
2017年 | 38篇 |
2016年 | 55篇 |
2015年 | 51篇 |
2014年 | 40篇 |
2013年 | 105篇 |
2012年 | 47篇 |
2011年 | 95篇 |
2010年 | 67篇 |
2009年 | 105篇 |
2008年 | 79篇 |
2007年 | 71篇 |
2006年 | 84篇 |
2005年 | 63篇 |
2004年 | 52篇 |
2003年 | 52篇 |
2002年 | 43篇 |
2001年 | 30篇 |
2000年 | 33篇 |
1999年 | 16篇 |
1998年 | 29篇 |
1997年 | 18篇 |
1996年 | 17篇 |
1995年 | 16篇 |
1994年 | 13篇 |
1993年 | 13篇 |
1992年 | 7篇 |
1991年 | 4篇 |
1990年 | 8篇 |
1989年 | 8篇 |
1988年 | 6篇 |
1987年 | 10篇 |
1986年 | 6篇 |
1985年 | 7篇 |
1984年 | 5篇 |
1983年 | 7篇 |
1981年 | 9篇 |
1980年 | 8篇 |
1979年 | 12篇 |
1978年 | 6篇 |
1977年 | 5篇 |
1973年 | 6篇 |
1972年 | 7篇 |
1971年 | 5篇 |
排序方式: 共有1589条查询结果,搜索用时 218 毫秒
21.
农药杀虫单的稻田流失规律研究 总被引:2,自引:0,他引:2
通过测坑、人工降雨等手段,对水溶性农药杀虫单的稻田消解动态、渗漏流失和径流流失等进行了研究。结果表明,(1)无水稻时,杀虫单在稻田水中消解的半衰期为0.76d;分蘖初期,杀虫单在稻田水中降解的半衰期为1.02d;平均为0.89d。(2)杀虫单的渗漏流失量在用药后8d内可达总用药量的7%—10%,平均为8.48%。(3)极端情况下,用药当天如果遇暴雨(50mm雨量),杀虫单的径流流失量将达到用药量的30%左右。杀虫单的渗漏损失不可避免,故其流失控制应从径流损失着手,尽量避免在可能有暴雨的当天或雨前1—2d用药。 相似文献
22.
23.
运用土与结构动力相互作用 (SSI)有限元三维分析软件 SASSI2 0 0 0对一个土与结构动力相互作用体系振动台模型试验进行了模拟计算。对振动台模型试验作了简单的介绍 ,并详细叙述了试验的建模方法。对于试验中的刚性地基和柔性地基条件 ,El- centro波、Taft波和 5 0年超越概率为 10 %的南京人工波等三种地震波输入 ,三个加速度峰值水平 0 .1g、0 .2 g、0 .3g及两个水平向地震波输入的各种组合工况均进行了计算。在数值计算中 ,假设地基土为覆盖于基岩上的半无限粘弹性水平成层土 ,采用等效线性模型考虑土的动力非线性的影响 ;上部结构用三维杆系有限元单元模拟 ,楼板用四结点壳单元模拟 ,每个结点有三个平动自由度和三个转动自由度 ,模型试验中所施加的人工质量均匀分布于壳单元上 ;基础视为平板基础 ,用八结点块体单元模拟 ,每个结点有三个平动自由度。将试验结果与计算结果进行对比较 ,结果表明 :计算所建立的模型较好地模拟了相互作用体系在地震荷载下的反应性状 ,计算结果与试验结果吻合较好 ,SSI效应对结构地震反应有很大影响 相似文献
24.
William R. Krug 《Journal of the American Water Resources Association》1996,32(4):745-752
ABSTRACT: Streamflow for 67 years was simulated for Coon Creek at Coon Valley, Wisconsin, for three conditions in the drainage basin: (1) conditions in the 1930s; (2) conditions in the 1970s, excluding flood-detention reservoirs; and (3) conditions in the 1970s, including flood-detention reservoirs. These simulations showed that the changes in agricultural practices over 40 years (1940–80) reduced the 100-year flood by 53 percent (from 38,900 to 18,300 cubic feet per second). The flood-detention reservoirs reduced the 100-year flood by an additional 17 percent (to 15,100 cubic feet per second). The simulation was accomplished by calibrating a precipitation-runoff model to observed rainfall and runoff during two separate periods (1934–40 and 1978–81). Comparisons of model simulations showed that differences between the model calibrations for the two periods were statistically significant at the 95 percent confidence level. 相似文献
25.
ABSTRACT: There are a large number of conceptual hydrological models available today. It is not easy to immediately identify the similarities and differences between the different models. The Swedish HBV model and the Chinese Xinanjiang model are two examples of conceptual, semi-distributed, rainfall-runoff models. The Xinanjiang model was designed for use in humid and semi-humid regions, with no routine for the snowmelt runoff, whereas the snow routine is an important part of the HBV model in many applications. The model structures of the two models may be described in four routines, compared in this paper. The integral structures of them are similar, but there are some differences, especially in the runoff production routine. The physical significance and physical definitions of some model parameters were analyzed. Both models were tested in two basins. Both models gave similar results, and both models performed well in the application. The similarity of the results obtained by different model structures leads to the following two conclusions. First, more effort should probably be spent on the improvement of input data quality and coverage than on the development of more detailed model structures only. Second, inference about basin behavior and characteristics from the values of calibrated model parameters must be made with great caution. 相似文献
26.
土-地下结构的非线性动力相互作用——理论及应用 总被引:7,自引:0,他引:7
基于土-结构动力相互作用理论,阐述了土-地下结构非线性动力相互作用的基本原理及其建模方法。根据这一方法,对1995年日本阪神地震中震害最为严重的大开地铁车站进行了成灾机理有限元数值模拟分析。分析结果表明:在地震动作用下,车站结构顶板与侧墙的交叉部位,和中柱的顶底端首先发生弯曲破坏而形成塑性铰,使得顶板上覆土的大部分重量传递到由中柱来承担;在由顶板破坏后传来的上覆土重力和地震动在中柱中引起的压应力的共同作用下,中柱发生压曲和弯曲的双重破坏,导致中柱倒塌,进而导致车站顶板塌陷;同时还表明,水平向地震作用仍是造成大开地铁站结构破坏的主要因素。 相似文献
27.
抽出式通风煤巷掘进过程中粉尘浓度分布规律的数值模拟 总被引:4,自引:0,他引:4
根据气固两相流理论,针对矿井掘进工作面的特点,采用计算流体力学的离散相模型(DPM)对掘进工作面通风过程中粉尘浓度进行数值模拟,总结抽出式通风掘进巷道中粉尘浓度的沿程分布及变化规律。 相似文献
28.
Donna M. Cosgrove Gary S. Johnson 《Journal of the American Water Resources Association》2004,40(6):1469-1482
ABSTRACT: Increasing demands on western water are causing a mounting need for the conjunctive management of surface water and ground water resources. Under western water law, the senior water rights holder has priority over the junior water rights holder in times of water shortage. Water managers have been reluctant to conjunctively manage surface water and ground water resources because of the difficulty of quantification of the impacts to surface water resources from ground water stresses. Impacts from ground water use can take years to propagate through an aquifer system. Prediction of the degree of impact to surface water resources over time and the spatial distribution of impacts is very difficult. Response functions mathematically describe the relationship between a unit ground water stress applied at a specific location and stream depletion or aquifer water level change elsewhere in the system. Response functions can be used to help quantify the spatial and temporal impacts to surface water resources caused by ground water pumping. This paper describes the theory of response functions and presents an application of transient response functions in the Snake River Plain, Idaho. Transient response functions can be used to facilitate the conjunctive management of surface and ground water not only in the eastern Snake River Plain basin, but also in similar basins throughout the western United States. 相似文献
29.
To analyze the factors affecting US public concern about the threat of climate change between January 2002 and December 2013, data from 74 separate surveys are used to construct quarterly measures of public concern over global climate change. Five factors should account for changes in levels of concern: extreme weather events, public access to accurate scientific information, media coverage, elite cues, and movement/countermovement advocacy. Structural equation modeling indicates that elite cues, movement advocacy efforts, weather, and structural economic factors influence the level of public concern about climate change. While media coverage exerts an important influence, it is itself largely a function of elite cues and economic factors. Promulgation to the public of scientific information on climate change has no effect. Information-based science advocacy has had only a minor effect on public concern, while political mobilization by elites and advocacy groups is critical in influencing climate change concern. 相似文献
30.