全文获取类型
收费全文 | 8446篇 |
免费 | 338篇 |
国内免费 | 656篇 |
专业分类
安全科学 | 450篇 |
废物处理 | 57篇 |
环保管理 | 2004篇 |
综合类 | 3266篇 |
基础理论 | 1126篇 |
环境理论 | 8篇 |
污染及防治 | 248篇 |
评价与监测 | 291篇 |
社会与环境 | 1775篇 |
灾害及防治 | 215篇 |
出版年
2024年 | 38篇 |
2023年 | 91篇 |
2022年 | 159篇 |
2021年 | 168篇 |
2020年 | 215篇 |
2019年 | 196篇 |
2018年 | 203篇 |
2017年 | 296篇 |
2016年 | 289篇 |
2015年 | 238篇 |
2014年 | 260篇 |
2013年 | 573篇 |
2012年 | 397篇 |
2011年 | 534篇 |
2010年 | 390篇 |
2009年 | 359篇 |
2008年 | 364篇 |
2007年 | 584篇 |
2006年 | 518篇 |
2005年 | 453篇 |
2004年 | 428篇 |
2003年 | 422篇 |
2002年 | 393篇 |
2001年 | 282篇 |
2000年 | 286篇 |
1999年 | 275篇 |
1998年 | 176篇 |
1997年 | 151篇 |
1996年 | 128篇 |
1995年 | 89篇 |
1994年 | 77篇 |
1993年 | 67篇 |
1992年 | 42篇 |
1991年 | 35篇 |
1990年 | 32篇 |
1989年 | 23篇 |
1988年 | 20篇 |
1987年 | 10篇 |
1986年 | 13篇 |
1985年 | 17篇 |
1984年 | 18篇 |
1983年 | 20篇 |
1982年 | 12篇 |
1981年 | 18篇 |
1980年 | 19篇 |
1979年 | 14篇 |
1978年 | 8篇 |
1977年 | 9篇 |
1975年 | 10篇 |
1971年 | 6篇 |
排序方式: 共有9440条查询结果,搜索用时 15 毫秒
951.
计划火烧是预防森林火灾的一种有效手段,成本低,效果显著。本文详细阐述了计划火烧的意义和作用、计划火烧前的准备工作,并提出了计划火烧的注意事项及实际操作要领。 相似文献
952.
基于多Agent技术的交通事故救援系统的研究 总被引:6,自引:0,他引:6
着重介绍了目前人工智能领域的研究热点问题———Agent技术的概念与原理 ,以及多Agent组的概念和分类 ;提出了基于多Agent技术的交通事故救援系统的流程框架 ;论述了该系统每一个Agent成员所能够完成的主要功能 ;通过该系统的实现 ,可以提高交通事故的及时报警与快速解决的效率 ,实行更加有效的交通流量合理分配 ;在利用既有交通基础设施的基础上增强了出行者的出行便利。笔者认为 ,随着Agent技术和网络技术研究的不断深入 ,基于Agent的应用研究必将有着更广泛的应用前景 相似文献
953.
矿井主通风机叶轮磨损失效的评价 总被引:1,自引:0,他引:1
矿井主通风机叶轮严重磨损威胁着矿井安全生产 ,研究主通风机叶轮磨损和正确地评价叶轮的磨损失效 ,对煤矿安全生产具有重大的现实意义。应用气—固两相流动理论分析了主通风机叶轮的磨损部位 ,结论与现场叶轮的实际磨损相吻合。提出了叶轮磨损过程的 3个阶段。利用材料磨损理论分析了主通风机叶轮磨损机理 ,得出了叶轮磨损是以气体动力学磨料的冲蚀磨损为主 ,低应力擦伤型磨料磨损、腐蚀磨损为辅的结论。依据国家标准 ,结合矿井主通风机工作特点 ,从安全角度提出了矿井主通风机叶轮磨损永久失效的判据 ,并给出了判定标准。 相似文献
954.
955.
黄河断流与黄河的水资源承载力 总被引:2,自引:0,他引:2
分析了黄河断流的时空特征、根源和危害,提出了水资源承载力的概念。黄河的水资源承载力即指在生态系统良性循环的条件下,黄河对人类取用水资源的最大承受能力。只有建立起水资源承载力的概念,人类才会谨慎地取用水资源,小心地保护水资源。 相似文献
956.
957.
廖丽霞 《防灾减灾工程学报》2002,22(2):45-50
从水文地球化学的角度说明利用水化组分预报地震是可行的 ,并以历次地震的震例说明水化组分具有映震能力 ,进而对映震组分的不灵敏原因作了探讨。并就今后如何利用水化观测手段进行地震预报的分析研究提出几点建议。 相似文献
958.
Mohammed M. Al‐Sabbry DeVerle Harris Roger Fox 《Journal of the American Water Resources Association》2002,38(1):119-131
ABSTRACT: Bringing water from Colorado River via the Central Arizona Project was perceived as the sole solution for Tucson Basin's water problem. Soon after Central Arizona Project's water arrived in Tucson in 1992, its quality provoked a quarrel over its use for potable purposes. A significant outcome of that quarrel was the enactment of the 1995 Proposition 200. The Proposition 200 precludes the use of Central Arizona Project's water for potable purposes, unless it is treated. Yet, it encourages using it for non‐potable purposes and for replenishing the Tucson aquifer through recharge. This paper examines the economic issues involved in utilizing Central Arizona Project's water for recharge. Four planning scenarios were designed to measure and compare the costs and benefits with and without Central Arizona Project's water recharge. Cost‐benefit analysis was utilized to measure recharge costs and benefits and to derive a rough estimate of cost savings from preventing land subsidence. The results indicate that the institutional requirements can be met with Central Arizona Project's water recharge. The economic benefits from reducing pumping cost and saving groundwater are not economically significant. Yet, when combining the use of Central Arizona Project's water for recharge and non‐potable purposes, it demonstrates positive net economic benefits. 相似文献
959.
Mary H. Nichols Kenneth G. Renard Herbert B. Osborn 《Journal of the American Water Resources Association》2002,38(1):161-172
ABSTRACT: The climate of Southern Arizona is dominated by summer precipitation, which accounts for over 60 percent of the annual total. Summer and non‐summer precipitation data from the USDA‐ARS Walnut Gulch Experimental Watershed are analyzed to identify trends in precipitation characteristics from 1956 to 1996. During this period, annual precipitation increased. The annual precipitation increase can be attributed to an increase in precipitation during non‐summer months, and is paralleled by an increase in the proportion of annual precipitation contributed during non‐summer months. This finding is consistent with previously reported increases in non‐summer precipitation in the southwestern United States. Detailed event data were analyzed to provide insight into the characteristics of precipitation events during this time period. Precipitation event data were characterized based on the number of events, event precipitation amount, 30‐minute event intensity, and event duration. The trend in non‐summer precipitation appears to be a result of increased event frequency since the number of events increased during nonsummer months, although the average amount per event, average event intensity, and average event duration did not. During the summer “monsoon” season, the frequency of recorded precipitation events increased but the average precipitation amount per event decreased. Knowledge of precipitation trends and the characteristics of events that make up a precipitation time series is a critical first step in understanding and managing water resources in semiarid ecosystems. 相似文献
960.
Vinod Lohani David F. Kibler Jeffery Chanat 《Journal of the American Water Resources Association》2002,38(2):439-452
ABSTRACT: This paper describes the integration of a comprehensive hydrological model known as the Hydrological Simulation Program Fortran (HSPF) into a problem solving environment (PSE) for watershed management. The original PSE concept was a structure providing web‐based access to a suite of models, including HSPF and other models of in‐stream hydrodynamics, biological impacts and economic effects, for the watershed‐wide assessment of alternative land use scenarios. The present paper describes only the HSPF integration into the PSE program. Example applications to the 148 square kilometer (57 square mile) Back Creek subwatershed in the upper Roanoke River system (1,479 square kilometers or 571 square miles) in southwest Virginia are used to illustrate important concepts and linkages between land development and hydrological change using hypothetical' what if'scenarios. The features of HSPF and its limitations in this context are discussed. The paper as such is a proof‐of‐concept paper and not a completion report. It is intended to describe the PSE tool building process rather than analysis of the many possible simulation outcomes. However, the dominance of raw imperviousness as a contributor to hydrograph response is apparent in all the PSE simulations described in this paper. 相似文献