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   101篇
  免费   5篇
  国内免费   18篇
安全科学   13篇
环保管理   30篇
综合类   62篇
基础理论   3篇
污染及防治   6篇
评价与监测   4篇
社会与环境   1篇
灾害及防治   5篇
  2023年   2篇
  2021年   2篇
  2020年   1篇
  2019年   4篇
  2018年   1篇
  2016年   1篇
  2015年   1篇
  2014年   3篇
  2013年   4篇
  2012年   8篇
  2011年   9篇
  2010年   6篇
  2009年   3篇
  2008年   2篇
  2007年   7篇
  2006年   8篇
  2005年   9篇
  2004年   9篇
  2003年   10篇
  2002年   6篇
  2001年   5篇
  2000年   1篇
  1998年   2篇
  1997年   2篇
  1996年   1篇
  1995年   1篇
  1994年   2篇
  1992年   1篇
  1990年   1篇
  1987年   1篇
  1986年   1篇
  1985年   2篇
  1981年   2篇
  1980年   1篇
  1979年   2篇
  1972年   1篇
  1971年   1篇
  1970年   1篇
排序方式: 共有124条查询结果,搜索用时 15 毫秒
1.
对城市生活垃圾的分类回收、处理进行了探讨,对完善城市基础设施建设,改善投资环境将起到重要作用。  相似文献   
2.
利川市生活垃圾卫生填埋场场址的比选   总被引:1,自引:0,他引:1  
选址是卫生填埋场建设和运行的关键。以利川市实际情况为前提和依据,筐选出7个预选场址,经实地踏勘和从填坦容量、运输距离、搬迁户数量等方面分析,遴选出其中3个;分别从工程学、环境学、经济学、社会与法律等方面中如交通状况、服务年限、占地面积、基岩类型、渗透系数、地下水位、覆盖土来源等13项具体条件上对3个备选场址进行了详细的分析比较,确定杨柳村大天井为最终选定场址。利川垃圾填埋场的选址工作也可以为同类型的城市或地区提供参考和借鉴。  相似文献   
3.
SBR法运行控制工艺研究进展   总被引:3,自引:0,他引:3  
SBR法是一种具有独特的优点的废水生物处理工艺,但至今还没有一套公认的运行控制工艺,本文从SBR法的启动,充水时间及反应时间的确定,模糊控制,目标控制操作等几方面对SBR工艺的运行控制做了评述,并对其今后的研究方向做了展望。  相似文献   
4.
1976年香港秀茂坪人工填土边坡滑坡灾害评析   总被引:7,自引:0,他引:7  
简要介绍了1976年香港秀茂坪人工填土工程在强降雨后所发生的滑坡灾害,香港土木工程署当时根据滑坡 后的调查和试验研究,探讨了滑坡的起因,并提出了整治措施,为香港地区其它人工填土边坡的设计和施工提供了 有益的启示,也为类似滑坡的治理提供了参考依据。  相似文献   
5.
分析上海生活垃圾的特点和处理处置现状,对处理处置现状存在的问题进行了分析说明。分类收集要实行日常化,无害化处理水平有待提高,焚烧造成了严重的二次污染,要加强对渗滤液的处置,并且末端处置技术中填埋处置比例过高。同时提出了生活垃圾处置的技术路线和发展方向,要以无害化、减量化、资源化为处理目标。要求巩固和完善生活垃圾卫生填埋技术,谨慎发展生活垃圾焚烧技术,充分重视生活垃圾生化处理技术,多元并举走可持续发展之路。  相似文献   
6.
城市污水处理厂污泥经过半干化处置,使污泥含水率下降到60%,以满足国家新的垃圾填埋场卫生填埋的要求,这是一个新课题。利用石灰法进行延吉市污水处理厂污泥半干化处置,能够以较小的投资及较低的运行费用实现污泥半干化,为实现城市污水处理厂污泥半干化处置探索出新途径。  相似文献   
7.
ABSTRACT: A Helley-Smith pressure differential bedload sampler was used to measure bedload transport at consecutive riffle sections of a riffle-pool-riffle sequence on Bambi Creek, a small (154 ha), second-order stream on Chichagof Island, Alaska, during four storms over a 2-year period. Maximum bedload transport rate measured was 4920 kg/h at a streamflow of 2.35 m3/s corresponding to a storm having a 5-year return interval. Transport of larger sediment (> 8 mm) varied systematically with streamflow at the two sampling locations. At flows up to approximately bankfull, transport of large sediment was greatest at the upstream site; at flows above bankfull, transport of large sediment was greatest at the downstream site. The net import of large sediment to the pool during moderate stormflows and net export of large sediment from the pool during flows above bankfull may be related to a “convergence” or “reversal” of competence between the upstream riffle and subsequent pool at flows approximating bankfull stage. Cross-sections monitored within the study reach indicate that stormflows resulted in net filling of the riffle sections and net scour of the pool; periods of low streamflow resulted in net scour of the riffles and net filling of the pooL  相似文献   
8.
Coastal wetlands are a valuable resource to North Carolina, USA, representing important habitat for marine organisms and providing flood control areas and buffer zones from marine storms. An analysis of wetland development trends in coastal North Carolina from 1970 to 1984 was conducted using over 3000 files containing 15 years of permitting records. The total amount of coastal wetland area altered due to authorized development under the Coastal Area Management Act (CAMA), the Dredge and Fill Law, and Section 404 of the Federal Water Pollution Control Act is 1740 ha. This represents nearly 2% of the salt marsh wetlands along the coast of North Carolina. The number of permits issued steadily increased during the 1980s; however, the total amount of wetland loss decreased each year. A few large projects in the early 1970s accounted for nearly 70% of all wetland area developed during the 15-year period. Nearly two-thirds of all projects involving wetland destruction involved impacts on high marsh ecosystems. Bulkheads, canals, and filling activities made up 80% of the projects requiring permits; 62% of the permits were issued to private landowners, but this group accounted for only 16% of the losses of wetland area. Utility companies, which accounted for less than 1% of the permits issued, were responsible for 46% of the permitted wetland loss during the 15-year study period. Future studies should address agriculture and forestry practices which are exempt under CAMA laws and therefore their effects on wetland alteration have not been quantified.  相似文献   
9.
垃圾填埋二次污染的危害与防治   总被引:18,自引:0,他引:18  
介绍了垃圾卫生填埋中二次污染的危害,指出垃圾卫生填埋场建设和填埋操作中为防止填埋释放物对周围环境的二次污染所应采取的防渗、收集、处理和利用等措施,探讨了在垃圾卫生填埋场建设和填埋操作中应注意的问题及应着重考虑的方面.  相似文献   
10.
Since the publication of Rachel Carson's Silent Spring in 1962 there has been a rapidly growing public concern over widespread contamination of the environment with hazardous wastes. In recent years scientific findings on the ecological effects of various hazardous substances have posed several important questions. What exactly are hazardous wastes? Can these substances be disposed of in a technically feasible, economical, and safe way with assurance that they have been permanently eliminated from the ecosystem? What compositional alterations or movements of the hazardous wastes occur in water, soil, or air systems? What effect will these wastes have on the water, soil, or air systems? What effect will these wastes have on the water, soil, or air properties? Consequently, a University of Louisville study has developed a relevant definition of hazardous wastes for the Environmental Engineering profession together with priority of concern rating systems to delineate the degree of environmental impact imposed on a total ecosystem by a hazardous waste and the feasibility of disposing of hazardous substances at specific landfill sites. It is felt that refinements of the priority of concern rating systems offered here may provide a sound basis from which procedural decisions may be structured to establish future national hazardous waste disposal sites.  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