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121.
Jussi Kosonen Leif Kronberg 《Environmental science and pollution research international》2009,16(5):555-564
Background, aim and scope Each year, large quantities of pharmaceuticals are consumed worldwide for the treatment and prevention of human and animal
diseases. Although the drugs and the metabolites observed in the wastewaters and in the environment are present at concentrations
several orders of magnitude lower than the concentrations required to exert their effects in humans or animals, their long-term
impact on the environment is commonly not known. In this study, the occurrence of six antihistamines, which are used for the
relief of allergic reactions such as hay fever, was determined in sewage treatment plants wastewaters and in recipient river
waters.
Materials and methods The occurrence of the antihistamines cetirizine, acrivastine, fexofenadine, loratadine, desloratadine and ebastine in sewage
treatment plants wastewaters and in recipient river waters was studied. The analytical procedure consisted of solid-phase
extraction of the water samples followed by liquid chromatography separation and detection by a triple-quadrupole mass spectrometer
in the multiple reaction mode.
Results Cetirizine, acrivastine and fexofenadine were detected in both influent and effluent wastewater samples at concentration levels
ranging from about 80 to 220 ng/L, while loratadine, desloratadine and ebastine could not be detected in any samples. During
sewage treatment, the concentration of the antihistamines dropped by an average of 16–36%. Furthermore, elevated concentrations
of antihistamines were observed in samples collected during the season of most intensive plant pollen production, i.e. in
May. In the river water samples, the relative pattern of occurrence of cetirizine, acrivastine and fexofenadine was similar
to that in the wastewater samples; although the concentration of the compounds was substantially lower (4–11 ng/L). The highest
concentrations of the studied drugs were observed near the discharging point of the sewage treatment plant.
Discussion The highest concentrations of antihistamines in STP wastewaters correlate with the outbreak of allergic reaction caused by
high amounts of plant pollens in the air. The analysis results of the river water samples show that the antihistamines are
carried far away from the effluent discharge points. They may account for a part of the mix of pharmaceuticals and of pharmaceutical
metabolites that occur downstream of STPs.
Conclusions Antihistamines are poorly degraded/eliminated under the biological treatment processes applied in the wastewater treatment
plants and, consequently, they are continuously being discharged along with other drugs to the aquatic environment.
Recommendations and perspectives As a huge quantity and variety of drugs and their metabolites are continuously discharged to rivers and the sea, the compounds
should be considered as contaminants that may possess risks to the aquatic ecosystem. Further studies are urgently needed
on the environmental fate of the antihistamines and other pharmaceuticals in the aquatic environment. These studies should
be concerned with the stability of the compounds, their transformation reactions and the identity of the transformation products,
the distribution of drugs and their uptake and effects in organisms. On the basis of these studies, the possible environmental
hazards of pharmaceuticals may be assessed. 相似文献
122.
A.O. Babatunde Y.Q. Zhao M.A. Morris 《Environmental pollution (Barking, Essex : 1987)》2009,157(10):2830-2836
Aluminium-based water treatment residual (Al-WTR) is the most widely generated residual from water treatment facilities worldwide. It is regarded as a by-product of no reuse potential and landfilled. This study assessed Al-WTR as potential phosphate-removing substrate in engineered wetlands. Results indicate specific surface area ranged from 28.0 m2 g−1 to 41.4 m2 g−1. X-ray Diffraction, Fourier transform infrared and energy-dispersive X-ray spectroscopes all indicate Al-WTR is mainly composed of amorphous aluminium which influences its phosphorus (P) adsorption capacity. The pH and electrical conductivity ranged from 5.9 to 6.0 and 0.104 dS m−1 to 0.140 dS m−1 respectively, showing that it should support plant growth. Batch tests showed adsorption maxima of 31.9 mg P g−1 and significant P removal was achieved in column tests. Overall, results showed that Al-WTR can be used for P removal in engineered wetlands and it carries the benefits of reuse of a by-product that promotes sustainability. 相似文献
123.
J. Medellín-Azuara L.G. Mendoza-Espinosa J.R. Lund J.J. Harou R.E. Howitt 《Journal of environmental management》2009,90(11):3470-3478
This paper uses simple hydro-economic optimization to investigate a wide range of regional water system management options for northern Baja California, Mexico. Hydro-economic optimization models, even with parsimonious model formulations, enable investigation of promising water management portfolios for supplying water to agricultural, environmental and urban users. CALVIN, a generalized hydro-economic model, is used in a case study of Baja California. This drought-prone region faces significant challenges to supply water to agriculture and its fast growing border cities. Water management portfolios include water markets, wastewater reuse, seawater desalination and infrastructure expansions. Water markets provide the flexibility to meet future urban demands; however conveyance capacity limits their use. Wastewater reuse and conveyance expansions are economically promising. At current costs desalination is currently uneconomical for Baja California compared to other alternatives. Even simple hydro-economic models suggest ways to increase efficiency of water management in water scarce areas, and provide an economic basis for evaluating long-term water management solutions. 相似文献
124.
Adsorption of phenol and its derivatives from water using synthetic resins and low-cost natural adsorbents: a review 总被引:1,自引:0,他引:1
In this article, the technical feasibility of the use of activated carbon, synthetic resins, and various low-cost natural adsorbents for the removal of phenol and its derivatives from contaminated water has been reviewed. Instead of using commercial activated carbon and synthetic resins, researchers have worked on inexpensive materials such as coal fly ash, sludge, biomass, zeolites, and other adsorbents, which have high adsorption capacity and are locally available. The comparison of their removal performance with that of activated carbon and synthetic resins is presented in this study. From our survey of about 100 papers, low-cost adsorbents have demonstrated outstanding removal capabilities for phenol and its derivatives compared to activated carbons. Adsorbents that stand out for high adsorption capacities are coal-reject, residual coal treated with H3PO4, dried activated sludge, red mud, and cetyltrimethylammonium bromide-modified montmorillonite. Of these synthetic resins, HiSiv 1000 and IRA-420 display high adsorption capacity of phenol and XAD-4 has good adsorption capability for 2-nitrophenol. These polymeric adsorbents are suitable for industrial effluents containing phenol and its derivatives as mentioned previously. It should be noted that the adsorption capacities of the adsorbents presented here vary significantly depending on the characteristics of the individual adsorbent, the extent of chemical modifications, and the concentrations of solutes. 相似文献
125.
胭脂红酸分光光度法测定废水中硼 总被引:5,自引:0,他引:5
用胭脂红酸分光光度法测定废水中的硼,着重进行了方法的条件和干扰试验。方法检测限为0.063mg/L,线性范围为0.21mg/L-1.25mg/L。5个实验室对5.00mg/L硼标准样品测得重复性相对标准差为3.4%,再次性相对标准差为3.6%;相对误差为-0.8%-1.4%,回收率在95.2%-104.6%之间。 相似文献
126.
水和废水中黄磷的测定 总被引:1,自引:0,他引:1
试验了黄磷在紫外光区的吸收光谱,建立了紫外分光光度法测定水和废水中黄磷的方法.该方法不需酸化、氧化,可在萃取后直接比色测定.当样品中含有石油类干扰物质时,可用含氧化剂的酸性水溶液对萃取液进行反萃取即能将其排除.该方法灵敏,具有测定范围宽、准确度高、精密度好、操作简便等特点. 相似文献
127.
In this study an assessment is made of the negative impacts of wastewater irrigation on soils and crops sampled along the
Khoshk River channel in suburban area of Shiraz City, SW Iran. For this purpose, samples of soil profiles (0–60 cm in depth)
and crops were collected from two wastewater irrigated sites and a tube well-irrigated (control) site. Total concentrations
of the five heavy metals (Ni, Pb, Cd, Zn and Cr) and their phytoavailable contents were determined. The Pollution Load Indexes
(PLIs) and Contamination Factors (CFs) for soils and Hazard quotients (ΣHQ) for some vegetables were also calculated. The
results showed the use of untreated wastewater has caused the following changes as compared to control site: (1) a 20–30%
increase in organic matter content of soil; (2) increase in pH by 2–3 units; (3) significant concentration increase in Ex-Ca
especially in top layers of soil resulting in high CEC; (4) build up of heavy metals (notably Pb and Ni) in topsoil above
Maximum Permissible Limits (MPLs) indicating a moderate contamination (PLI > 1, CF > 2.5); (5) contamination of some vegetables
(spinach and lettuce) with Cd due to its high phytoavailability in topsoil causing a HQ > 1; (6) excessive accumulation of
Ni and Pb in wheat due to continual addition of heavy metals through long-term wastewater application. The study concludes
that strict protection measures, stringent guidelines and an integrated system for the treatment and recycling of wastewater
are needed to minimize the negative impacts of wastewater irrigation in the study area. 相似文献
128.
Because of fast urban sprawl, land use competition, and the gap in available funds and needed funds, municipal decision makers
and planners are looking for more cost-effective and sustainable ways to improve their sewer infrastructure systems. The dominant
approaches have turned to planning the sanitary sewer systems within a regional context, while the decentralized and on-site/cluster
wastewater systems have not overcome the application barriers. But regionalization policy confers uncertainties and risks
upon cities while planning for future events. Following the philosophy of smart growth, this paper presents several optimal
expansion schemes for a fast-growing city in the US/Mexico borderlands—the city of Pharr in Texas under uncertainty. The waste
stream generated in Pharr is divided into three distinct sewer sheds within the city limit, including south region, central
region, and north region. The options available include routing the wastewater to a neighboring municipality (i.e., McAllen)
for treatment and reuse, expanding the existing wastewater treatment plant (WWTP) in the south sewer shed, and constructing
a new WWTP in the north sewer shed. Traditional deterministic least-cost optimization applied in the first stage can provide
a cost-effective and technology-based decision without respect to associated uncertainties system wide. As the model is primarily
driven by the fees charged for wastewater transfer, sensitivity analysis was emphasized by the inclusion of varying flat-rate
fees for adjustable transfer schemes before contracting process that may support the assessment of fiscal benefits to all
parties involved. Yet uncertainties might arise from wastewater generation, wastewater reuse, and cost increase in constructing
and operating the new wastewater treatment plant simultaneously. When dealing with multiple sources of uncertainty, the grey
mixed integer programming (GIP) model, formulated in the second stage, can further allow all sources of uncertainties to propagate
throughout the optimization context, simultaneously leading to determine a wealth of optimal decisions within a reasonable
range. Both models ran for three 5-year periods beginning in 2005 and ending in 2020. The dynamic outputs of this analysis
reflect the systematic concerns about integrative uncertainties within this decision analysis, which enable decision makers
and stakeholders to make all-inclusive decisions for sanitary sewer system expansion in an economically growing region. 相似文献
129.
The water disinfecting behavior of silver-modified clinoptilolite–heulandite rich tuff (ZSAg) as an antibacterial agent against coliform microorganisms from water in a continuous mode was investigated. Silver recovery from the disinfected effluents by the sodium-modified clinoptilolite–heulandite rich tuff (ZSNa) was also considered. Escherichia coli (ATCC 8739) and total coliform microorganisms, as indicators of microbiological contamination of water, were chosen to achieve the disinfection of synthetic wastewater or municipal wastewater. Ammonium (NH4+) and chloride (Cl−) ions were added to the synthetic wastewater as an interfering chemical species on the disinfection processes. The antibacterial activity of the ZSAg as a bactericide was measured by the coliform concentration as evaluated by the APHA method. The amount of silver in the disinfected effluents was determined using atomic absorption spectroscopy. The inactivation of the ZSAg was calculated from the breakthrough curves based on the model reported by Gupta et al. It was found that when the silver concentration in the effluent is less than 0.6 μg/mL, the bacterial survival percentage increased and the volume of disinfected water diminished. The total silver amounts found in the effluent at the end of the disinfection processes varied depending on the water treated (synthetic or municipal wastewater). The presence of NH4+ ions in synthetic wastewater influent notably improved the disinfected water volume (zero NVC/100 mL), in comparison to the disinfection of the same influent without NH4+ ions. A contrary water disinfection behavior was observed in the presence of Cl− ions. The silver recovery does not depend on the mass of the sodium zeolitic bed according with the wastewater to be treated (synthetic or municipal wastewater) and the presence of NH4+ or Cl− ions in the influent also influenced the silver recovery from wastewater. The ZSNa did not have antibacterial activity. Therefore the amount of bactericide agent (silver-modified natural zeolite), coliform microorganisms from water (E. coli or consort of coliform microorganisms) as well as the water quality (synthetic wastewater or municipal wastewater) influenced both the disinfection process and the silver recovery in a column system. 相似文献
130.
The fly ash treated by H2SO4 was used as a low-cost adsorbent for the removal of a typical dye, methylene blue, from aqueous solution. An increase in the specific surface area and dye-adsorption capacity was observed after the acid treatment. The adsorption isotherm and kinetics of the treated fly ash were studied. The experimental results were fitted using Langmuir and Freundlich isotherms. It shows that the Freundlich isotherm is better in describing the adsorption process. Two kinetic models, pseudo-first order and pseudo-second order, were employed to analyze the kinetic data. It was found that the pseudo-second-order model is the better choice to describe the adsorption behavior. The thermodynamic study reveals that the enthalpy (ΔH0) value is positive (5.63 kJ/mol), suggesting an endothermic nature of the adsorption. 相似文献