全文获取类型
收费全文 | 3660篇 |
免费 | 587篇 |
国内免费 | 699篇 |
专业分类
安全科学 | 571篇 |
废物处理 | 105篇 |
环保管理 | 932篇 |
综合类 | 1355篇 |
基础理论 | 842篇 |
污染及防治 | 563篇 |
评价与监测 | 106篇 |
社会与环境 | 125篇 |
灾害及防治 | 347篇 |
出版年
2024年 | 9篇 |
2023年 | 52篇 |
2022年 | 93篇 |
2021年 | 126篇 |
2020年 | 118篇 |
2019年 | 144篇 |
2018年 | 155篇 |
2017年 | 236篇 |
2016年 | 246篇 |
2015年 | 253篇 |
2014年 | 264篇 |
2013年 | 567篇 |
2012年 | 277篇 |
2011年 | 287篇 |
2010年 | 216篇 |
2009年 | 204篇 |
2008年 | 157篇 |
2007年 | 216篇 |
2006年 | 171篇 |
2005年 | 166篇 |
2004年 | 121篇 |
2003年 | 110篇 |
2002年 | 105篇 |
2001年 | 112篇 |
2000年 | 109篇 |
1999年 | 54篇 |
1998年 | 38篇 |
1997年 | 42篇 |
1996年 | 27篇 |
1995年 | 37篇 |
1994年 | 21篇 |
1993年 | 27篇 |
1992年 | 18篇 |
1991年 | 12篇 |
1990年 | 14篇 |
1989年 | 15篇 |
1988年 | 11篇 |
1987年 | 14篇 |
1986年 | 11篇 |
1985年 | 8篇 |
1983年 | 6篇 |
1982年 | 6篇 |
1981年 | 12篇 |
1980年 | 11篇 |
1979年 | 7篇 |
1978年 | 7篇 |
1973年 | 3篇 |
1972年 | 7篇 |
1971年 | 8篇 |
1970年 | 3篇 |
排序方式: 共有4946条查询结果,搜索用时 0 毫秒
91.
通过对陕西省丹凤县竹林关镇大柴沟泥石流进行现场勘查分析,总结了泥石流的孕灾背景,揭示了泥石流的典型特征和基本物理力学参数,在此基础上,分别从泥石流的物质来源、形成环境、诱发条件等三大条件分析了泥石流的形成机理,归纳了大柴沟泥石流具有典型的滑坡激发性、周期暴发性、强烈致灾性等特点,对泥石流的危险性进行了现状分析和预测评价。结果表明:软硬相间的岩层和强烈的构造运动是造成岩体变形破碎的主要原因,为泥石流提供了丰富的物源,垂直高差较大、沟道狭窄为泥石流提供了良好的孕灾环境,百年一遇的暴雨是大柴沟泥石流形成的诱发条件,同时受暴雨影响,沟内产生多处浅表层滑坡堵塞沟道,为泥石流聚集了能量,以至形成规模更大、破坏性更强的泥石流。研究过程采用了实测计算与经验公式估算相结合的多种方法进行对比研究,也充分验证了经验公式的适用性。 相似文献
92.
Decisions on selecting an appropriate site for temporary shelter used to be taken in a limited amount of time after a disaster. The need for a systematic method in this area inspired the MADM (multi‐attribute decision making) for complex disaster management decisions. This research proposes a model for appropriate and systematic site selection for temporary shelters, before an earthquake, using a geographical information system and MADM based on an earthquake damage assessment. After the effective criteria for site selection of temporary shelters are determined, the geographical layers of these criteria are prepared for Municipal District No.1 of Greater Tehran, the capital of Iran. Given these attributes and the required shelter area (415–610 hectares), 14 zones are proposed initially. Various MADM methods are used for the final selection. The mean of the aggregated ranking results are determined, and 10 of the 14 initial zones are ranked. 相似文献
93.
John N. Clarke 《Disasters》2013,37(3):420-441
With the increase in internal conflicts following the end of the Cold War, the scale and scope of the United Nations' work in conflict and post‐conflict environments grew markedly. As a result, the coordination of programming and policy in the transition from relief to recovery has been a central preoccupation of academics and practitioners alike. Intergovernmental bodies such as the United Nations Economic and Social Council (ECOSOC) have made these topics a subject of regular discussion, while some countries have altered their bureaucratic structures to respond more effectively in post‐crisis settings, particularly in cases involving the deployment of national troops. The United Nations Resident Coordinator's Office in Sudan provides a model for other transitional countries and is a useful case study of the broader challenges of post‐crisis programming. Effective coordination structures and planning/programming processes are identified as interdependent prerequisites for ensuring a successful transition from relief to recovery. 相似文献
94.
95.
There is growing appreciation of the use of concentrated rural settlement as an effective means of implementing infrastructure projects and helping to achieve sustainable development in rural areas. This occurs in China through the exchange of rural residential land for urban construction. However, this policy has not been effective under normal circumstances (called development‐driven conditions) as frequently farmers are reluctant to accept such an exchange. By contrast, in a time of disaster, such as after the 2008 earthquake in Sichuan Province, China, rural victims have accepted this policy of rural residential land exchange. Employing game theory, this paper identifies the reasons for the different outcomes and it contends that the implementation of concentrated rural settlement practice under disaster‐induced conditions is more effective than its introduction under development‐driven conditions. The results of the analysis indicate that, in China, concentrated rural settlement is feasible in a context of post‐disaster reconstruction. 相似文献
96.
A traditional view of decision‐making for evacuation planning is that, given an uncertain threat, there is a deterministic way of defining the best decision. In other words, there is a linear relation between threat, decision, and execution consequences. Alternatives and the impact of uncertainties are not taken into account. This study considers the ‘top strategic decision‐making’ for mass evacuation owing to flooding in the Netherlands. It reveals that the top strategic decision‐making process itself is probabilistic because of the decision‐makers involved and their crisis managers (as advisers). The paper concludes that deterministic planning is not sufficient, and it recommends probabilistic planning that considers uncertainties in the decision‐making process itself as well as other uncertainties, such as forecasts, citizens responses, and the capacity of infrastructure. This results in less optimistic, but more realistic, strategies and a need to pay attention to alternative strategies. 相似文献
97.
供水管网的抗震功能是指供水管网在地震作用下能够满足震后城市特定用水需要(需水量和水压)的能力。地震发生后,供水管网一般处于低压供水状态,使得管网中部分用户的水压和水量不能得到全部满足,导致管网部分节点的实际配水量小于需水量。为此,在传统的管网水力分析基础上考虑节点流量随节点水压的动态变化,通过求解非线性水力方程组,得到管网节点实际流量和水压;同时,借鉴结构可靠度分析方法,引入供水管网系统随机水力模型,给出了震后供水管网功能可靠度分析的一次二阶矩方法。以一实际管网为例,演示了震后低压供水时管网功能可靠度分析的应用方法。 相似文献
98.
沟谷泥石流运动过程模型试验 总被引:2,自引:0,他引:2
泥石流运动过程是泥石流运动力学核心内容之一.以新疆天山公路K630泥石流为原型,选取几何相似比1:650,推导了泥石流质量、固液两相流速和泥石流冲击力相似比,以流通区为核心,建造了沟谷泥石流试验模型.试验结果表明,泥石流运动具有显著的阵流特性,阵流间隔时间为10s左右,其间嵌套2~3次弱阵现象;阵流期间,泥石流流速和冲击力均较大;从流通区的源头至沟口,流速呈现非线性增大趋势,且泥石流体中固液两相流速变化趋势相似,弯道处泥石流超高现象显著;泥石流运动初期由于泥石流体中固相和液相混和搅拌不均匀而呈现稀性泥石流特征,随后粘性特性增强.这些现象与现场观测结果基本一致. 相似文献
99.
结合泥石流危险度和公路受泥石流损毁度两个指标,构建了天山公路泥石流风险评价模型,实现了对天山公路全线主要泥石流沟的风险值量化:风险值大于0.80的为极度危险,应以防为主,治为辅;风险值在0.50~0.80之间的为高度危险,应防、治并重;风险值在0.25~0.60之间的为中度危险,应以治为主,防为辅;风险值小于0.25的为轻度危险,应以防为主,治为辅。 相似文献
100.
采用大涡模型对L形和U形三维钝体建筑物的绕流特性和风压分布特性进行数值研究.考虑平均和脉动速度入口边界,在雷诺数为1.5×105~7×105条件下,对2种钝体的9种分析工况进行瞬态动力分析,并将计算结果与已有研究进行对比.研究表明,钝体绕流对周围流场影响的强弱程度依次为尾流区、屋顶区、来流区,影响大小随着流场与钝体之间... 相似文献