全文获取类型
收费全文 | 1650篇 |
免费 | 239篇 |
国内免费 | 1434篇 |
专业分类
安全科学 | 115篇 |
废物处理 | 137篇 |
环保管理 | 111篇 |
综合类 | 2139篇 |
基础理论 | 197篇 |
污染及防治 | 606篇 |
评价与监测 | 13篇 |
社会与环境 | 5篇 |
出版年
2024年 | 1篇 |
2023年 | 16篇 |
2022年 | 70篇 |
2021年 | 66篇 |
2020年 | 86篇 |
2019年 | 96篇 |
2018年 | 108篇 |
2017年 | 92篇 |
2016年 | 114篇 |
2015年 | 146篇 |
2014年 | 180篇 |
2013年 | 183篇 |
2012年 | 227篇 |
2011年 | 182篇 |
2010年 | 158篇 |
2009年 | 176篇 |
2008年 | 168篇 |
2007年 | 220篇 |
2006年 | 202篇 |
2005年 | 137篇 |
2004年 | 119篇 |
2003年 | 101篇 |
2002年 | 88篇 |
2001年 | 81篇 |
2000年 | 64篇 |
1999年 | 41篇 |
1998年 | 35篇 |
1997年 | 36篇 |
1996年 | 36篇 |
1995年 | 24篇 |
1994年 | 24篇 |
1993年 | 21篇 |
1992年 | 7篇 |
1991年 | 10篇 |
1990年 | 3篇 |
1989年 | 1篇 |
1987年 | 1篇 |
1986年 | 2篇 |
1979年 | 1篇 |
排序方式: 共有3323条查询结果,搜索用时 31 毫秒
241.
242.
Sirianuntapiboon S Chairattanawan K Surasinanant P 《Journal of environmental management》2007,85(2):330-337
Thiocyanate (SCN) compounds in photo-processing wastewater (PPWW) could be treated by an SBR system without any release of thiocyanate to the atmosphere during the aeration step. An SCN loading greater than 84 g m(-3)d(-1) showed negative effects on the growth of bio-sludge and removal efficiencies of the system. The acclimatization period of the system was increased with an increase in SCN concentration or loading. The COD, BOD(5), TKN, and SCN removal efficiencies were 96.0 +/- 1.6%, 72 +/- 2%, 49 +/- 5%, and 82 +/- 3%, respectively, under an SCN loading of up to 84 g m(-3)d(-1). The removal efficiency of the system was repressed by SCN due to the repressed growth rate of nitrification bacteria. However, the removal efficiency could be increased with an increase in HRT or a decrease in SCN loading. Also, increases in HRT or decreases in SCN loading led to increased sludge age or solid retention time (SRT) and decreased the sludge volume index (SVI) value. The SRT and SVI of the system with synthetic wastewater containing 840 mg l(-1) SCN under an HRT of 3 days (SCN loading of 280 g m(-3)d(-1)) were 3.9 +/- 0.7 days and 65 +/- 4 ml g(-1), respectively, while they were 11.2+/-0.8 days and 55 +/- 6 ml g(-1), respectively under an HRT of 10 days (SCN loading of 84 g m(-3)d(-1)). 相似文献
243.
本实验探究了相同剂量(5 g·L-1)的零价铁、磁铁矿和两者的混合物对半干式猪粪厌氧消化过程的影响,重点揭示了零价铁和磁铁矿对甲烷生产的协同促进效能与机理.结果表明,与无添加剂的对照组相比,零价铁、磁铁矿和混合添加剂分别使系统的甲烷产量提高了32.8%、21.8%和35.1%.与单独添加零价铁或磁铁矿相比,混合添加剂对产甲烷的提升效果更佳.零价铁与磁铁矿对厌氧消化的协同促进效应体现在以下4个方面:①能更好地维持低氢气分压环境,推动产甲烷种间电子传递;②可使反应器的总碱度维持在相对较高的水平,提高系统缓冲 能力;③能增加厌氧体系中溶解性铁离子浓度,进一步提高厌氧微生物的活性;④同时富集能够介导种间氢传递和种间直接电子传递的细菌和古菌,提高有机底物转化为甲烷的效率. 相似文献
244.
旨在通过生物酶调节(碱性蛋白酶、中性蛋白酶和α-淀粉酶)提高初沉污泥的厌氧发酵效率,并通过微生物群落结构解析,SCFAs (short-chain fatty acids,SCFAs)组分分析等揭示其调控机理.结果表明,3种生物酶均可增强初沉污泥水解和产酸作用,碱性蛋白酶调控系统对初沉污泥厌氧发酵的促进效果最为明显,发酵第4d SCFAs的产量和产率分别达到1508mg COD/L和0.174g COD/g VSS.对比控制组,SCFAs的产量和产率分别增加了1129mg COD/L和0.13g COD/g VSS.微生物群落结构分析表明,在碱性蛋白酶调控发酵系统中,Lentimicrobium、Proteiniphilum和Bacteroides等发酵相关菌群的相对丰度得到了改善,Methanosaeta、Methanospirillum等产甲烷古菌的活性受到了抑制.同时,生物酶调控对促进发酵过程乙酸占比也有促进作用. 相似文献
245.
考察了在低温条件下(<20℃)废铁屑及其投加方式对厌氧氨氧化反应器脱氮性能和微生物群落的影响.结果表明,当废铁屑投加量为10g/L时,直接(R2)和间接(R3)投加方式均会对厌氧氨氧化反应造成短期抑制,总氮去除率分别降低4.7%和3.4%;30d连续运行后,2组反应器总氮去除率均提升至70%左右;反应器稳定运行阶段,R2的Rs(NO2--N与NH4+-N去除量之比)和Rp(NO3--N生成量与NH4+-N去除量之比)为1.57和0.22, R3的Rs和Rp为1.49和0.23,比R2更接近厌氧氨氧化反应理论值.废铁屑在水中发生腐蚀,降低DO并提高pH值,且R2,R3污泥中铁含量分别为对照组的1.64倍和1.93倍,废铁屑不仅改善了厌氧氨氧菌的生境,还满足了其对铁元素的需求.高通量测序结果显示,在20~50d的运行过程中, R1,R2,R3中优势厌氧氨氧化菌属Candidatus_Kuenenia的相对丰度分别增加-1.05%,0.14%和0.96%,废铁屑的投加促进了厌氧氨氧化菌在低温下的生长,且间接投加促进效果更为显著. 相似文献
246.
目的 获取异种金属焊接接头母材和热影响区局部拉伸应力-应变关系。方法 对压水堆机组蒸汽发生器接管安全端异种金属焊接接头(20MND 5-INCONEL 52-Z2 CND 18.12控氮)进行研究,通过金相检验和显微硬度测试,研究DMWJ母材、热影响区、焊缝熔合线位置的金相组织和维氏硬度分布。采用等直圆棒拉伸试验获得DMWJ低合金钢(20MND 5)母材的应力-应变关系,采用基于能量等效理论的平面压入技术获得DMWJ低合金钢母材、热影响区和焊缝局部材料应力-应变关系。结果 DMWJ材料组织、力学性能不均匀,等直圆棒拉伸试验得到的低合金钢母材拉伸应力-应变关系与平面压入技术测得结果较为吻合。结论 基于能量等效理论的平面压入技术可精确测得DMWJ低合金钢母材、热影响区和焊缝局部材料应力-应变关系,对压水堆核电站DMWJ在役检测及结构完整性评价具有重要意义。 相似文献
247.
选用活性炭、海砺壳2种材料作为固定化载体,对改良型UASB系统去除COD的性能进行研究,结果表明选择既高柱又循环且增加载体填充体积的系统,可有效去除高浓度有机废水的COD,但当填充载体过高时,循环系统难以实现,并存在憋气的可能。 相似文献
248.
提出一种新纳米零价铁反应器(Nanoscale Zero-Valent Iron Reactor,简称NIR)及"混凝沉淀+纳米零价铁"处理工艺,通过实际生产废水进行中试,考察和研究该工艺和NIR技术处理江苏省某市印刷电路板(Printed Circuit Board,简称PCB)工业园区废水的效果。结果表明,此工艺对PCB生产废水中Cu、TP及COD Cr去除率分别可达到97.3%、73.7%、26%,其中Cu处理效果最佳;XRD结果表明,纳米零价铁(Nanoscale Zero-Valent Iron,nZVI)与PCB生产废水反应后含有γ-Fe2O3、Fe3O4、γ-FeOOH、CuO、Cu2O、Cu0等产物。"混凝沉淀+纳米零价铁"工艺处理废水时具有处理效果好、工艺耐冲击性能好、产泥量小、不易造成二次污染等优点。 相似文献
249.
《环境科学学报(英文版)》2023,35(4):434-444
Previous study found that the pre-treatment of sewage sludge with nitrite improves the biogas production during the mono/two-phase anaerobic digestion (AD) using batch biochemical methane potential tests. In this study, the effects of nitrite on hydrolysis-acidification, biogas production, volatile solids destruction and microbial composition in semi-continuous two-phase AD of sewage sludge were investigated. The addition of nitrite promotes sludge organic matter solubilization (+484%) and VFAs production (+98.9%), and causes an increase in the VS degradation rate during the AD process (+8.7%). The comparison of biogas production from the acidogenic and methanogenic reactors with or without the addition of nitrite implies that the nitrite has no significant effect on the overall biogas production of two-phase sludge AD process. High-throughput sequencing analysis shows that the microbial communities of bacteria and archaea in two-phase AD reactors significantly changes after the addition of nitrite. Vulcanibacillus (bacteria) and Candidatus Methanofastidiosum (archaea) become the dominant genera in the acidogenic and methanogenic reactors with the nitrite respectively. These findings provide new insights about using nitrite to promote the organic matter degradation of sewage sludge in a semi-continuous two-phase AD system. 相似文献
250.
Ten‐Hong Chen Jia‐Chern Wang 《Journal of environmental science and health. Part. B》2013,48(4):487-510
Abstract A closed‐loop anaerobic digestion system consisting of a leachbed (LB) and an upflow anaerobic sludge blanket (UASB) was tested as an alternative for the disposal of poultry mortalities. This paper compares the performances of three LB‐UASB treatment systems with different initial moisture contents in the LBs. Each LB was loaded with one chicken and 5, 10 or 18 liters of water. The LBs initially carried out the hydrolysis/acidification phase while the UASBs the methanogenesis phase. Due to repeated inoculation by the UASBs, the LBs with 10 and 18 liters of water started producing methane on day 5, while the one with 5 liters of water on day 19. However, methane production rates were low before day 40 for the LB with 10 liters of water and day 60 for the other LBs. Methane production gradually improved as the LBs continued to receive ungranulated sludge from the UASBs. The LBs eventually became balanced methane reactors. Continued balanced fermentation in the LBs resulted in leachates with very low substrate concentrations that could no longer support high‐rate methanogenesis in the UASBs. Consequently, methane production rates from the UASBs decreased quickly while that from the LBs reached peak levels. Cumulative methane production from each LB eventually exceeded that from its connecting UASB. After 118 days of digestion, 414, 437 and 470 liters of methane were produced from the three systems, respectively. Cumulative methane production from the LBs with 5 and 18 liters of water accounted for 63% of the total methane produced from their respective systems. The LB with 10 liters of water produced 75% of the total methane from that system. Methane yields ranged from 0.485 to 0.554 m3 (Kg TS) 1. About 86% of the initial dry weight was biodegraded. All three systems performed very well with little operational problems. Overall, the system that started with 10 liters of water in the LB performed the best. Strategy for enhancing system performances and implementing farm applications are discussed. 相似文献