全文获取类型
收费全文 | 9728篇 |
免费 | 782篇 |
国内免费 | 2731篇 |
专业分类
安全科学 | 405篇 |
废物处理 | 218篇 |
环保管理 | 1790篇 |
综合类 | 7167篇 |
基础理论 | 1154篇 |
环境理论 | 6篇 |
污染及防治 | 977篇 |
评价与监测 | 1095篇 |
社会与环境 | 386篇 |
灾害及防治 | 43篇 |
出版年
2024年 | 66篇 |
2023年 | 259篇 |
2022年 | 371篇 |
2021年 | 428篇 |
2020年 | 427篇 |
2019年 | 378篇 |
2018年 | 307篇 |
2017年 | 406篇 |
2016年 | 436篇 |
2015年 | 497篇 |
2014年 | 528篇 |
2013年 | 677篇 |
2012年 | 656篇 |
2011年 | 713篇 |
2010年 | 575篇 |
2009年 | 575篇 |
2008年 | 471篇 |
2007年 | 653篇 |
2006年 | 677篇 |
2005年 | 485篇 |
2004年 | 443篇 |
2003年 | 489篇 |
2002年 | 426篇 |
2001年 | 392篇 |
2000年 | 361篇 |
1999年 | 268篇 |
1998年 | 203篇 |
1997年 | 183篇 |
1996年 | 169篇 |
1995年 | 120篇 |
1994年 | 125篇 |
1993年 | 83篇 |
1992年 | 77篇 |
1991年 | 62篇 |
1990年 | 41篇 |
1989年 | 21篇 |
1988年 | 14篇 |
1987年 | 28篇 |
1986年 | 16篇 |
1985年 | 11篇 |
1984年 | 6篇 |
1982年 | 15篇 |
1981年 | 17篇 |
1980年 | 13篇 |
1979年 | 10篇 |
1978年 | 16篇 |
1977年 | 5篇 |
1973年 | 8篇 |
1972年 | 8篇 |
1971年 | 11篇 |
排序方式: 共有10000条查询结果,搜索用时 0 毫秒
671.
672.
突发性环境污染事故具有不确定性,因此要求应急监测准备工作常备不懈;应急监测准备和响应贯穿于事前、事发、事后几个阶段,包括日常准备、应急监测、结果发布、跟踪监测、经验总结等主要环节。 相似文献
673.
Johan Tidblad Vladimir Kucera Farid Samie Surendra N. Das Chalothorn Bhamornsut Leong Chow Peng King Lung So Zhao Dawei Le Thi Hong Lien Hans Schollenberger Chozi V. Lungu David Simbi 《Water, Air, & Soil Pollution: Focus》2007,7(1-3):241-247
Many national exposure programmes have been performed in tropical and subtropical climates during the last 50 years. However,
ambitious programmes involving more than a few countries are scarce. In this paper a recently formed network of test sites
is described involving 12 test sites in Asia (India, Vietnam, Thailand, Malaysia and China including Hong Kong) and four test
sites in Africa (South Africa, Zambia and Zimbabwe). This effort is part of the 2001–2004 Swedish International Development
Agency (SIDA) funded Programme on Regional Air Pollution in Developing Countries (RAPIDC). Corrosion attack after one (2002–2003)
year of exposure (carbon steel, zinc, copper, limestone and paint coated steel) are presented together with environmental
data (SO2, NO2, HNO3, O3, particles, amount and pH of precipitation, temperature and relative humidity) for all the test sites. The obtained corrosion
values are substantially higher than expected for limestone, higher than expected for carbon steel and lower than expected
for zinc compared to values calculated using the best available dose–response functions. 相似文献
674.
刘爱香 《中国环境管理干部学院学报》2007,17(4):35-37
通过对钢铁行业消耗水资源及产生污染情况进行分析,阐述了目前钢铁行业为节能减排而采取的管理、技术、污染治理措施,以达到减少废水外排量、降低污染物浓度、降低新水消耗的目的,对钢铁行业废水回用中尚存和潜在的工艺、设计问题进行了讨论,同时提出了通过清洁生产、优化工艺结构来解决问题的措施和建议,确立了企业近期和长期的节能减排任务目标。 相似文献
675.
Catherine A. Gibson Judy L. Meyer 《Journal of the American Water Resources Association》2007,43(3):576-587
Abstract: Small streams have been shown to be efficient in retaining nutrients and regulating downstream nutrient fluxes, but less is known about nutrient retention in larger rivers. We quantified nutrient uptake length and uptake velocity in a regulated urban river to determine the river’s ability to retain nutrients associated with wastewater treatment plant (WWTP) effluent. We measured net uptake of soluble reactive phosphorus (SRP), dissolved organic phosphorus, ammonium (NH4), nitrate, and dissolved organic nitrogen in the Chattahoochee River, Atlanta, GA by following the downstream decline of nutrients and fluoride from WWTP effluent on 10 dates under low flow conditions. Uptake of all nutrients was sporadic. On many dates, there was no evidence of measurable nutrient uptake lengths within the reach; indeed, on several dates release of inorganic N and P within the sample reach led to increased nutrient export downstream. When uptake occurred, SRP uptake length was negatively correlated with total suspended solids and temperature. Uptake velocities of SRP and NH4 in the Chattahoochee River were lower than velocities in less‐modified systems, but they were similar to those measured in other WWTP impacted systems. Lower uptake velocities indicate a diminished capacity for nutrient uptake. 相似文献
676.
677.
Paired water samples were simultaneously activated from two different vertical positions within the approach section of a flow-control structure to determine the effect of sample intake position on nonpoint runoff parameter concentrations and subsequent event loads. Suspended solids (SS), total phosphorus (TP) and organic plus exchangeable nitrogen [(Or+Ex)-N] were consistently higher throughout each runoff event when sampled from the floor of the approach section as opposed to those samples taken at midstage. Dissolved molybdate reactive phosphorus (DMRP) and ammonium (NH4-N) concentrations did not appear to be significantly affected by the vertical difference in intake position. However, the nitrate plus nitrite nitrogen [(NO3+NO2)-N] concentrations were much higher when sampled from the midstage position.Although the concentration differences between the two methods were not appreciable, when evaluated in terms of event loads, discrepancies were evident for all parameters. Midstage sampling produced event loads for SS, TP, (Or + Ex)–N, DMRP, NH4-N, and (NO3+NO2)-N that were 44,39,35,80,71, and 181%, respectively, of floor sampling loads. Differences in loads between the two methods are attributed to the midstage position, sampling less of the bed load. The correct position will depend on the objective; however, such differences should be recognized during the design phase of the monitoring program.This work was supported by the Soil Science Department, College of Agriculture and Life Sciences, University of Wisconsin-Madison, and by the U.S. Environmental Protection Agency, Region V., Chicago, Illinois (Grant No. G005139-01). 相似文献
678.
Albert N. Link Frank A. Scott 《Journal of the American Water Resources Association》1981,17(3):498-500
This paper reports the findings of a case study of the relative costs of a uniform standards system and an effluent fee system of water quality control. A 30-mile stretch of the Black Warrior River in Alabama is considered. The analysis demonstrates that the dischargers could reduce total pollution abatement costs by 33 percent under the suggested effluent fee system. 相似文献
679.
William Whipple Joseph V. Hunter 《Journal of the American Water Resources Association》1981,17(4):678-683
: The modeling of dissolved oxygen in streams is a widely used technique, upon which a great deal of money has been spent. This paper concludes that the standard methods of DO modeling by computer are unnecessarily complex, and that for some purposes, they can be replaced without loss of accuracy by desk top BOD models. Taking as an example, a set of data used in DO modeling, it is shown (a) that the data are grossly inconsistent, (b) that simultaneous gathering of data introduces errors in streams of long travel time, (c) that much more data as to pollutant concentrations should have been obtained, and (d) that 24-hour DO data could have been dispensed with. 相似文献
680.
Michael Donovan Charles A. Job William C. Sonzogni 《Journal of the American Water Resources Association》1981,17(1):23-28
ABSTRACT: The Illinois v. Milwaukee Federal District Court decision is the most far reaching application yet of the federal common law of nuisance to interstate water pollution conflicts. Although a Federal Appelate Court recently rescinded part of the district court decision, Milwaukee must still upgrade its metropolitan sewage system to a level beyond that required by federal and state regulations. The improvements must be completed with or without federal aid. The case points out the apparent inability of the Clean Water Act, the most comprehensive federal legislation affecting the nation's water quality, to deal with certain interstate water quality conflicts. The Milwaukee decision could set a precedent for similar settlements elsewhere which may in turn affect the U.S. Environmental Protection Agency's water quality clean up program. A more integrated, ecosystem conscious approach to management of shared water resources (e.g., the Great Lakes) would help reduce the need for court decisions like Illinois v. Milwaukee. 相似文献