全文获取类型
收费全文 | 2868篇 |
免费 | 383篇 |
国内免费 | 2076篇 |
专业分类
安全科学 | 158篇 |
废物处理 | 175篇 |
环保管理 | 275篇 |
综合类 | 3278篇 |
基础理论 | 540篇 |
污染及防治 | 618篇 |
评价与监测 | 224篇 |
社会与环境 | 58篇 |
灾害及防治 | 1篇 |
出版年
2024年 | 14篇 |
2023年 | 70篇 |
2022年 | 154篇 |
2021年 | 203篇 |
2020年 | 166篇 |
2019年 | 201篇 |
2018年 | 177篇 |
2017年 | 185篇 |
2016年 | 224篇 |
2015年 | 254篇 |
2014年 | 295篇 |
2013年 | 310篇 |
2012年 | 399篇 |
2011年 | 387篇 |
2010年 | 270篇 |
2009年 | 275篇 |
2008年 | 188篇 |
2007年 | 285篇 |
2006年 | 252篇 |
2005年 | 183篇 |
2004年 | 161篇 |
2003年 | 127篇 |
2002年 | 109篇 |
2001年 | 104篇 |
2000年 | 65篇 |
1999年 | 55篇 |
1998年 | 32篇 |
1997年 | 32篇 |
1996年 | 26篇 |
1995年 | 27篇 |
1994年 | 18篇 |
1993年 | 10篇 |
1992年 | 9篇 |
1991年 | 12篇 |
1990年 | 9篇 |
1989年 | 2篇 |
1988年 | 4篇 |
1987年 | 5篇 |
1986年 | 3篇 |
1983年 | 2篇 |
1982年 | 3篇 |
1981年 | 2篇 |
1980年 | 2篇 |
1979年 | 1篇 |
1978年 | 4篇 |
1976年 | 2篇 |
1975年 | 1篇 |
1974年 | 2篇 |
1973年 | 2篇 |
1972年 | 2篇 |
排序方式: 共有5327条查询结果,搜索用时 234 毫秒
31.
建立了高压密封消解-流动注射同时测定海水中总氮和总磷的方法,方法采用特制聚四氟乙烯密封消解罐,经高压消解锅消解后,用流动注射分析仪同时测定海水中的总氮和总磷。结果显示,总氮和总磷在0~3.20 mg/L范围内线性良好,总氮相关系数(r)=0.9997,检出限为0.012 mg/L,相对标准偏差为0.65%~2.59%,加标回收率为97.8%~102%;总磷相关系数(r)=0.9999,检出限为0.006 mg/L,相对标准偏差为0.50%~6.67%,加标回收率为98.8%~101%。该方法可同时测定海水中总氮和总磷,方法准确度和精密度良好,满足分析要求,适用于大批量海水样品中总氮和总磷的快速准确定量。 相似文献
32.
Nitrogen leaching is a world-wide concern for the quality of ground- and surfacewater. Measures to abate this is still limited by a lack of understanding mechanisms behind all factors describing the leaching process, time lags between countermeasures and improvement in waterquality and spatial distribution of nitrogen leaching. The purpose of this study was to do an initial test of the SOILNDB model system which is built on the existing mechanistic SOIL and SOILN models and an automatic parameterization procedure for use of simplified input data. The test was done by simulating nitrogen leaching from each of the 150 fields in a small catchment during a three-year study period. The simulated mean root-zone nitrogen leaching rate from all the fields in the catchment was compared to measurements of nitrogen flow in the stream draining the catchment and showed good agreement in between-year dynamics. 相似文献
33.
Human induced increases to nutrientconcentrations in streams have led to many agenciesdeveloping strategies and criteria for nutrientreduction. National or statewide guidelines aregenerally inappropriate, due to the natural variabilityin stream ecosystems within political boundaries. Thisstudy used an extant aquatic macroinvertebrate-basedregionalisation for the state of Victoria, Australia, asthe basis for defining regions of relatively homogeneousenvironmental character. This enabled the selection ofecologically-based regional reference sites andsubsequent characterisation of the nutrient status ofthese sites. Using an extensive biological and nutrientdata base for streams across the State, we calculated50th and 75th percentile concentrations forreference sites within each region. Using thesepercentiles in conjunction with impact and recoverystudies, we defined nutrient guidelines for each region. Although the nutrient data largely supported thebiological regionalisation, patterns in the nutrient datadid require some minor modifications for the nutrientregions. Relatively unimpacted regions with referencesites in very good-to excellent-condition were assignedguidelines largely based on the 75th percentiles. The more impacted regions, where best availablereference sites were of poorer quality, were assignedguidelines based largely on the 50th percentiles. Professional judgement and known extents of impactsacross each region provided important contributions tothe decision-making process. The derived guidelineconcentrations are comparable to several cited in theliterature and are proposed for use in monitoring,assessment and restoration targets. 相似文献
34.
Ports can generate large quantity of pollutants in the atmosphere due to various activities like loading and unloading,transportation, and construction operations. Determination of the character and quantity of emissions from individual sources is an essential step in any project to control and minimize the emissions.In this study a detailed emission inventory of total suspendedparticulate matter (TSP), particulate matter less than 10 m(PM10), sulfur dioxide (SO2) and nitrogen oxides (NOx) for a port and harbour project near Mumbai is compiled. Results show that the total annual average contributions of TSP and PM10 from all the port activitieswere 872 and 221 t yr-1, respectively. Annual average emissions of gaseous pollutants SO2 and NOxwere 56 and 397 t yr-1, respectively, calculatedby using emission factors for different port activities. The maximum TSP emission (419 t yr -1) was from paved roads, while the least (0.4 t yr-1) was from bulk handling activity. The maximum PM10 emission (123 t yr-1) was from unpaved roads and minimum (0.2 t yr-1) from bulk handling operations. Similarly the ratio of TSP and PM10 emission was highest (5.18) from paved roads and least (2.17) from bulk handling operations. Regression relation was derivedfrom existing emission data of TSP and PM10 from variousport activities. Good correlation was observed between TSP andPM10 having regression coefficient >0.8. 相似文献
35.
The landfill of municipal solid waste(MSW) could be regarded as denitrification reactor and involved in ammonia nitrogen biological removal process. In this research, the process was applied to municipal solid waste collected in Shanghai, China, which was characterized by high food waste content. The NH4^ removal efficiency in the system of SBR nitrifying reactor followed by fresh and matured landfilled waste layer in series was studied. In the nitrifying reactor, above 90% of NH4^ in leachate was oxidized to NO2^- and NO3^- . Then high concentrated NO2^- and NO3^- were removed in the way of denitrification process in fresh landfilled waste layer. At the same time, degradation of fresh landfilled waste was accelerated. Up to the day 120, 136.5 gC/(kg dry waste) and 17.9 gN/(kg dry waste) were converted from waste layer. It accounted for 50.15 % and 86.89 % of the total carbon and nitrogen content of preliminary fresh waste, which was 4.42 times and 5.17 times higher than that of reference column respectively. After filtering through matured landfilled waste, BOD5 concentration in leachate dropped to below 100 mg/L, which would not affect following nitrification adversely. Because the matured landfilled waste acted as a well methanogenic reactor, 23% of carbon produced accumulatively from fresh landfilled waste degradation was converted into CH4. 相似文献
36.
A new procedure of determining optimal C/N (the rate of carbon source to nitrogen source) of mixed distillers' grains for combined bacteria synergic fermentation is established. At the same time an improved method evaluating bacteria growth, called method of dry cell weighing by filtering is developed. For each combination of C and N , their initial and residual contents before and after fermentation respectively are determined. Then followed the calculation of utilization of C and N sources by the compound bacteria. The optimal C/N is finally located from among the utilization of C and N of several combinations and the weight of produced mass of oven-dried thallus The conditions of fermentation are: inoculum size 10%, temperature 30.0℃, rotational speed 170 r/min, shake culture time 48h. The best results obtained from orthogonal experiments are: maximum mass of oven dried thallus is 14.693g in a liter liquid medium, maximum utilization rate of carbon source is 98.13% and maximum utilization rate of nitrogen is 78.14%. Optimal C/N is 5.1. 相似文献
37.
滇池细菌总数与有机碳、氮、磷的调查研究 总被引:7,自引:0,他引:7
通过对滇池水体一年多的定点采样工作,重点调查研究了草海、外海表层水中细菌数量及有机营养盐碳、氮、磷的季节变化规律,分析探讨了细菌总数与环境条件和有机营养盐之间的某些关系.对滇池富营养治理提出了一些建议,并提出利用微生物学的方法参与这一研究. 相似文献
38.
本文简述了室内有害气体氨气污染对人类健康的危害 ,详细介绍了日前国内外测量室内空气中氨含量所应用的不同方法 ,研究讨论了各种方法的最低检测浓度 ,在具体检测中各种不同方法的干扰离子以及干扰离子所允许的最高浓度 ,比较各种不同方法的优劣 相似文献
39.
40.
骆马湖的氮磷平衡及实施截污工程对水质改善效果的研究 总被引:2,自引:2,他引:2
骆马湖“九五”期间的氮磷平衡分析结果表明:氮磷在骆马湖湖体中的滞留量分别为1188.89t/a和193.36t/a。根据骆马湖的水质要求,在骆马湖截污工程完成后,没有新的污染进入水体的前提下,对骆马湖水体通过自然净化恢复到要求状态所需的时间进行了详细的数学推导和科学论证,结果表明,在不考虑底泥营养物质的情况下,只需0.19年左右的时间就能恢复,如果考虑底泥的影响。也只需0.59年左右的时间就能恢复,因此得出结论:对骆马湖实施截污是加速骆马湖水体改善的最佳途径。 相似文献