全文获取类型
收费全文 | 1387篇 |
免费 | 191篇 |
国内免费 | 533篇 |
专业分类
安全科学 | 242篇 |
废物处理 | 79篇 |
环保管理 | 106篇 |
综合类 | 1151篇 |
基础理论 | 217篇 |
污染及防治 | 241篇 |
评价与监测 | 54篇 |
社会与环境 | 5篇 |
灾害及防治 | 16篇 |
出版年
2024年 | 14篇 |
2023年 | 44篇 |
2022年 | 45篇 |
2021年 | 65篇 |
2020年 | 55篇 |
2019年 | 76篇 |
2018年 | 37篇 |
2017年 | 48篇 |
2016年 | 45篇 |
2015年 | 70篇 |
2014年 | 148篇 |
2013年 | 99篇 |
2012年 | 114篇 |
2011年 | 94篇 |
2010年 | 102篇 |
2009年 | 99篇 |
2008年 | 99篇 |
2007年 | 129篇 |
2006年 | 133篇 |
2005年 | 73篇 |
2004年 | 80篇 |
2003年 | 66篇 |
2002年 | 53篇 |
2001年 | 48篇 |
2000年 | 44篇 |
1999年 | 47篇 |
1998年 | 37篇 |
1997年 | 30篇 |
1996年 | 29篇 |
1995年 | 16篇 |
1994年 | 22篇 |
1993年 | 11篇 |
1992年 | 13篇 |
1991年 | 9篇 |
1990年 | 5篇 |
1989年 | 8篇 |
1988年 | 2篇 |
1987年 | 1篇 |
1986年 | 1篇 |
排序方式: 共有2111条查询结果,搜索用时 31 毫秒
91.
聚合铝铁对A2/O系统 EPS及生物絮凝性能的影响 总被引:1,自引:0,他引:1
通过向实验室构建的A2/O模型好氧池末端投加聚合铝铁(PAFC)来强化系统的生物除磷,使得出水总磷达到《城市污水处理厂污染物排放标准GB 18918-2002》中的一级A标准,并重点分析投加的PAFC对A2/O系统中活性污泥胞外聚合物(EPS)和活性污泥生物絮凝性能的影响.结果表明,随着PAFC投药量的增加,A2/O系统活性污泥EPS总量变化不大,但EPS组分中蛋白/多糖含量的比值逐渐降低,由投药前的3.30降低至投药后的2.30;EPS中金属离子含量逐渐增加,在厌氧-缺氧-好氧的运行周期内,各处理单元污泥的EPS中金属铝离子含量增加.投加PAFC后,活性污泥颗粒变大,二沉池出水的Zeta电位明显降低,由投药前-15.83 mV降低至-21.20 mV,污泥产量增加.因此,适量投加PAFC后,生物絮凝性能得到改善,出水中悬浊颗粒减少,出水水质变好. 相似文献
92.
pH和共存阳离子对草莓茎吸附水体氨氮的影响 总被引:6,自引:4,他引:2
为了开发新型氨氮吸附剂和探讨环境因素对氨氮吸附的影响,以草莓茎为吸附材料,通过批平衡法研究了不同初始pH、共存阳离子、初始浓度和温度下氨氮去除的特点.结果表明,等温吸附符合Langmuir和Freundlich这2种模型,理论最大吸附量qm在15、25和35℃下分别为3.05、4.24和4.79 mg.g-1.温度升高有利于草莓茎对氨氮的吸附.草莓茎吸附氨氮最适初始pH为4~8.低pH减少草莓茎表面负电荷,高pH减少溶液中NH 4+的含量,都减少氨氮的吸附.草莓茎对溶液pH的缓冲则缓和了两者对氨氮吸附的影响.共存阳离子K+、Na+、Ca2+、Mg2+对草莓吸附铵离子没有竞争作用,而Zn2+、Al3+则由于其水解降低溶液的pH而显著降低草莓茎对氨氮的吸附.草莓茎吸附氨氮的应用pH范围较广且不易受废水中常见金属阳离子的干扰,说明草莓茎不仅可以作为废水中氨氮的吸附剂原料,而且较大多数矿物原料还有其自身的优势. 相似文献
93.
酿酒酵母吸附Pb(Ⅱ)的表面特性研究 总被引:1,自引:1,他引:0
为深入探讨酿酒酵母吸附Pb(Ⅱ)的微观作用机制,本文利用表面显微分析技术(SEM-EDS、TEM-EDS、AFM)研究了酿酒酵母细胞吸附重金属离子Pb(Ⅱ)前后的细胞表面变化.研究结果表明,酿酒酵母细胞与Pb(Ⅱ)作用后,细胞表面除吸附Pb(Ⅱ)外,同时产生大量更高浓度的含Pb(Ⅱ)沉淀,导致Pb(Ⅱ)从溶液中被去除.酵母与Pb(Ⅱ)反应前,酵母细胞表面可检测到的主要元素包括C、O、N、P、S、K、Mg;酵母与Pb(Ⅱ)作用后,细胞表面始终保持C、O、P吸收峰,而N、K、Mg、S吸收峰随反应条件不同而减弱、消失或增强.P作为细胞表面组分可能与Pb(Ⅱ)结合.酵母与Pb(Ⅱ)作用过程中,重金属离子促进酵母细胞释放细胞内含物.原子力显微镜(AFM)证实,云母片表面对酵母吸附Pb(Ⅱ)后细胞的铺展变形作用明显增大. 相似文献
94.
95.
Siriprapha Jangkorn Sinchai Kuhakaew Suwapee Theantanoo Harit Klinla-or Tongchai Sriwiriyarat 《环境科学学报(英文版)》2011,23(4):587-594
A coagulation-flocculation process is typically employed to treat the industrial wastewater generated by the consumer products
industry manufacturing detergents, soaps, and others. The expenditure of chemicals including coagulants and chemicals for pH
adjustment is costly for treating this wastewater. The objective of this study was to evaluate the feasibility of reusing the aluminum
sulfate (alum) sludge as a coagulant or as a coagulation aid so that the fresh alum dosage can be minimized or the removal e ciency can
be enhanced. The experiments were conducted in a jar-test apparatus simulating the coagulation-flocculation process for simultaneous
removals of organic matters, anionic surfactants, suspended solids, and turbidity. At the optimum initial pH value of 10 and the fresh
alum concentration of 400 mg/L, the total suspended solids (TSS), total chemical oxygen demand (TCOD), total anionic surfactants,
and turbidity removal e ciencies were 71.5%, 76.4%, 95.4%, and 98.2%, respectively. The addition of alum sludge as a coagulant
alone without any fresh alum addition could significantly remove the turbidity, TCOD, and anionic surfactants. The TSS was left in the
supernatants after the settling period, but would subsequently be removed by adding the fresh alum. The TSS, TCOD, and turbidity
removal e ciencies were also enhanced when both the alum sludge and the fresh alum were employed. The TCOD removal e ciency
over 80% has been accomplished, which has never fulfilled by using the fresh alum alone. It is concluded that the alum sludge could
be reused for the treatment of industrial wastewater generated by the consumer products industry. 相似文献
96.
The Cu2+-loaded montmorillonite clays (MMT-Cu) may be a good material for the adsorbed and eliminated pathogenic bacteria from aqueous solution. 相似文献
97.
Surfactant-enhanced remediation (SER) is an effective method for the removal of volatile organic compounds (VOCs) from contaminated soils and groundwater. To reuse the surfactant the VOCs must be separated from the surfactant solutions. The water solubility of VOCs can be enhanced using reversible surfactants with a redox-acive group, (ferrocenylmethyl)dodecyldimethylammonium bromide (Fcl2) and (ferrocenylmethyl)tetradecanedimethylammonium bromide (Fcl4), above and below their critical micelle concentrations (CMC) under reducing (I+) and oxidative (I2+) conditions. The CMC values of Fcl2 and Fcl4 in I+ are 0.94 and 0.56 mmol/L and the solubilization of toluene by Fcl2 and Fcl4 in I+ for toluene is higher than the solubilization achieved with sodium dodecyl sulfate, cetyltrimethylammonium bromide and Trition X-114. The solubilization capacity of the ferrocenyl surfactants for each tested VOCs ranked as follows: ethylbenzene > toluene > benzene. The solubilities of VOCs by reversible surfactant in I+ were 30% higher than those in I2+ at comparable surfactant concentrations. The effects of Fcl4 concentrations on VOCs removal efficiency were as follows: benzene > toluene > ethylbenzene. However, an improved removal efficiency was achieved at low ferrocenyl surfactant concentrations. Furthermore, the reversible surfactant could be recycled through chemical approaches to remove organic pollutants, which could significantly reduce the operating costs of SER technology. 相似文献
98.
99.
无砾石微孔管地下渗滤系统试验研究 总被引:5,自引:0,他引:5
针对传统无砾石管式地下渗滤系统存在的处理性能差,渗滤通量低两个问题,通过去掉包裹织物,提高渗滤管开孔率、改变开孔方式,设计了无砾石微孔管地下渗滤系统。通过实验研究表明,无砾石微孔管地下渗滤系统对COD、氨氮的去除率比传统管式系统分别提高了10.8%、12.7%,总磷去除率并无显著差异,ORP值提高约85 mV,渗滤通量提高26.8%。在3.3 cm/d的水力负荷下,无砾石微孔管地下渗滤系统出水COD、氨氮、总磷平均浓度分别为19 mg/L,0.62 mg/L,0.048 mg/L。渗滤管下10 cm的土壤层去除了约70%的COD,80%的氨氮和91%的总磷,向下随着土壤深度的增加,单位厚度的土壤层去除的污染物量呈显著下降趋势。 相似文献
100.