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281.
以油田油泥与基质沥青为实验原材料,采用高速剪切方法制备油田油泥改性沥青,通过针入度、软化点、延度、运动黏度和离析软化点差等表征方法,研究孤岛落地油泥对沥青高低温性能、加工性能和储存稳定性的影响。结果表明:活性中间体与苯乙烯-丁二烯-苯乙烯嵌段共聚物(SBS)添加量(质量分数)分别为15%与4%时,孤岛落地油泥改性沥青的针入度比基质沥青降低0.4 mm,软化点比基质沥青提高24 ℃,运动黏度为0.28 Pa·s,离析软化点差(165 ℃,48 h)为0.3 ℃,其各项指标均同时满足橡胶沥青评价指标要求和SBS沥青评价指标要求;加入适量的油泥可提高沥青的低温抗裂性能,改善加工性能,而对沥青储存稳定性无明显影响。 相似文献
282.
以城市污水厂二沉池回流液为接种污泥,研究了低C/N城市污水短程硝化特性及其微生物种群密度分布规律,并对比研究了SBR和SBBR 2种反应器短程硝化特性的差异。结果表明:在温度(30±1)℃、pH=7.9~8.2、DO=1.0 mg·L-1的条件下,通过分段曝气的运行方式、经过29 d的运行,2个反应器均实现了短程硝化的高效启动,NH4+-N转化率稳定在99%,短程硝化率稳定在90%以上;相比于SBR,SBBR更有利于AOB菌种的富集,且SBBR达到亚硝酸盐积累率最大效果的时间快于SBR。利用聚合酶链反应(PCR)和克隆测序等分子生物学技术分析得出,在短程硝化稳定运行的SBR系统中,AOB菌种与NOB菌种的占比为2.3:1。 相似文献
283.
Chlorophenols in lake bottom sediments: A retrospective study of drinking water contamination 总被引:2,自引:0,他引:2
Lake and brook bottom sediments were analyzed for chlorophenols to provide historical data of exposure assessment, after the water intake plant of a Finnish village had been found to be contaminated in 1987, and subsequently elevated non-Hodgkin lymphoma risk was detected. Highly elevated 2,3,4,6-tetrachlorophenol and pentachlorophenol levels were found in all four lake sediment cores investigated. The distribution was uneven with much higher concentrations in the estuary, in contrast to PCB compounds which were more evenly distributed within the basin. The inlet origin of the chlorophenols in the sediments was further supported by the regional distribution pattern of these compounds in the sediment and water along transects of the inlet and its tributaries. The composition of chlorophenol congeners in the sediments was similar to that in a commercial fungicide used by a local sawmill, but different from other sediment analyses reported in Finland, also implying a local source. Dating of three cores by Pb-210 and soot ball chronology indicated that the contamination of the watercourse started in the early 1970s at the latest but possibly earlier. This would provide the latency time required for tumour appearance in the 1970s and 1980s. 相似文献
284.
285.
一次性环保餐具发展现状和实现大规模生产的措施 总被引:3,自引:0,他引:3
阐述了可降解一次性餐具的发展状况和它们对环境保护所起的作用,叙述了秸杆、甘蔗渣和淀粉一次性餐具的生产现状;分析了生产成本和生产效率;指出了这类餐具至今不能大规模生产的主要原因,重点介绍了一种新研制的高效自动化生产设备,使秸杆、甘蔗渣和淀粉餐具的生产成本大幅度降低,生产效率可以提高几十倍。 相似文献
286.
Attempt to adsorb N-nitrosamines in solution by use of zeolites 总被引:1,自引:0,他引:1
The strong adsorption of zeolite for N-nitrosamines in solution was first revealed by use of adsorption, and temperature programmed surface reaction (TPSR) techniques. N-nitrosodimethylamine (NDMA) and N-nitrosopyrrolidine (NPYR) as well as N-nitrosohexamethyleneimine (NHMI) can be adsorbed on zeolite Y, ZSM-5 and A in the solution of methylene chloride or water, which will be helpful for removal of the N-nitrosamines pollution in environmental protection. The equilibrium data were fitted to Freundlich-type isotherms, but the adsorption capacity of zeolites mainly depended on their pore size, surface area and acid-basic properties. Molecular size of adsorbate and solute-solvent interaction also strongly affected the adsorption of N-nitrosamines on zeolite in solution. The extraordinary adsorption properties of NaA zeolite for N-nitrosamines in aqueous solution is first reported and discussed. 相似文献
287.
Mineralogical compositions and their spatial distributions are important initial conditions for reactive transport modeling. However, popular Kd-based "reactive" transport models only require contaminant concentrations in the pore fluids as initial conditions, and minerals implicitly represent infinite sources and sinks in these models. That situation results in a general neglect of mineralogical characterization in site investigations. This study uses a coupled multi-component reactive mass transport model to predict the natural attenuation of a ground water plume at a uranium mill tailings site in western USA. Numerous ground water geochemistry data are available at this site, but mineralogical data are sketchy. Even given the well-defined pore fluid chemistry, variations of secondary mineral species and mineral abundances in the aquifer resulted in significantly different modeling outcomes. Results show that the amount of calcite in the aquifer determines the distances of plume migration. The possible presence of jurbanite, an aluminum sulfate phase, can store acidity temporarily but cause more severe contamination on a later date. The surfaces of iron oxyhydroxides can store significant amounts of sulfate and protons and serve as a second source for prolonged contamination. These simulations under field conditions illustrate that mineralogical compositions are an essential requirement for accurate prediction of contaminant fate and transport. 相似文献
288.
289.
Zhu Y Hinds WC Kim S Sioutas C 《Journal of the Air & Waste Management Association (1995)》2002,52(9):1032-1042
Motor vehicle emissions usually constitute the most significant source of ultrafine particles (diameter <0.1 microm) in an urban environment, yet little is known about the concentration and size distribution of ultrafine particles in the vicinity of major highways. In the present study, particle number concentration and size distribution in the size range from 6 to 220 nm were measured by a condensation particle counter (CPC) and a scanning mobility particle sizer (SMPS), respectively. Measurements were taken 30, 60, 90, 150, and 300 m downwind, and 300 m upwind, from Interstate 405 at the Los Angeles National Cemetery. At each sampling location, concentrations of CO, black carbon (BC), and particle mass were also measured by a Dasibi CO monitor, an aethalometer, and a DataRam, respectively. The range of average concentration of CO, BC, total particle number, and mass concentration at 30 m was 1.7-2.2 ppm, 3.4-10.0 microg/m3, 1.3-2.0 x 10(5)/cm3, and 30.2-64.6 microg/m3, respectively. For the conditions of these measurements, relative concentrations of CO, BC, and particle number tracked each other well as distance from the freeway increased. Particle number concentration (6-220 nm) decreased exponentially with downwind distance from the freeway. Data showed that both atmospheric dispersion and coagulation contributed to the rapid decrease in particle number concentration and change in particle size distribution with increasing distance from the freeway. Average traffic flow during the sampling periods was 13,900 vehicles/hr. Ninety-three percent of vehicles were gasoline-powered cars or light trucks. The measured number concentration tracked traffic flow well. Thirty meters downwind from the freeway, three distinct ultrafine modes were observed with geometric mean diameters of 13, 27, and 65 nm. The smallest mode, with a peak concentration of 1.6 x 10(5)/cm3, disappeared at distances greater than 90 m from the freeway. Ultrafine particle number concentration measured 300 m downwind from the freeway was indistinguishable from upwind background concentration. These data may be used to estimate exposure to ultrafine particles in the vicinity of major highways. 相似文献
290.
Chapter three: methodology of exposure modeling 总被引:1,自引:0,他引:1
Moschandreas DJ Watson J D'Abreton P Scire J Zhu T Klein W Saksena S 《Chemosphere》2002,49(9):923-946
In this chapter, the concept of exposure assessment and its evolution is introduced, and evaluated by critically appraising the pertinent literature as it applies to exposures to Particulate Matter (PM). Exposure measurement or estimation methodologies and models are reviewed. Three exposure/measurement methodologies are assessed. Estimation methods focus on source evaluation and attribution, sources include those outdoors and indoors as well as in occupational and in-transit environments. Fate and transport models and their inputs are addressed to estimate concentrations outdoors and indoors; source attribution techniques help focus on the contributing sources. Activity pattern techniques are also reviewed and their use in exposure models to estimate inhalation exposure to PM is presented. Deterministic, regression and other stochastic models of exposure to PM are reviewed and evaluated. Strengths, limitations, assumptions and affirmations of the use of exposure assessment as an integral component of risk assessment and risk management are discussed in the conclusions and discussions section of this work. 相似文献