全文获取类型
收费全文 | 8796篇 |
免费 | 711篇 |
国内免费 | 3018篇 |
专业分类
安全科学 | 871篇 |
废物处理 | 434篇 |
环保管理 | 785篇 |
综合类 | 5523篇 |
基础理论 | 1371篇 |
污染及防治 | 2223篇 |
评价与监测 | 467篇 |
社会与环境 | 426篇 |
灾害及防治 | 425篇 |
出版年
2024年 | 31篇 |
2023年 | 139篇 |
2022年 | 457篇 |
2021年 | 375篇 |
2020年 | 392篇 |
2019年 | 327篇 |
2018年 | 337篇 |
2017年 | 445篇 |
2016年 | 445篇 |
2015年 | 503篇 |
2014年 | 624篇 |
2013年 | 862篇 |
2012年 | 764篇 |
2011年 | 890篇 |
2010年 | 669篇 |
2009年 | 665篇 |
2008年 | 683篇 |
2007年 | 635篇 |
2006年 | 584篇 |
2005年 | 391篇 |
2004年 | 293篇 |
2003年 | 303篇 |
2002年 | 254篇 |
2001年 | 211篇 |
2000年 | 226篇 |
1999年 | 163篇 |
1998年 | 140篇 |
1997年 | 145篇 |
1996年 | 112篇 |
1995年 | 107篇 |
1994年 | 81篇 |
1993年 | 76篇 |
1992年 | 73篇 |
1991年 | 47篇 |
1990年 | 29篇 |
1989年 | 9篇 |
1988年 | 9篇 |
1987年 | 8篇 |
1986年 | 5篇 |
1985年 | 2篇 |
1984年 | 6篇 |
1983年 | 4篇 |
1982年 | 3篇 |
1981年 | 1篇 |
排序方式: 共有10000条查询结果,搜索用时 734 毫秒
961.
962.
963.
964.
循环水系统中的微生物有悬浮态和附着态,悬浮细菌的存在对附着态生物粘泥的生长及特性有明显影响。通过向模拟循环冷却水系统中投加不同数量初始悬浮细菌,考察在营养水平不同的情况下,悬浮细菌数量对生物粘泥化学组成和脱氢酶活性的影响。结果表明,营养水平不同,初始悬浮细菌数量对生物粘泥的化学组成和脱氢酶活性的影响程度不同;在不同营养水平下,应分别控制初始悬浮细菌数量。贫营养下,初始悬浮细菌数量应控制在6×105个/mL左右;中营养下,初始悬浮细菌数量应控制在1×105~2.6×105个/mL之间;富营养下,初始悬浮细菌数量应控制在0.11×105~2.6×105个/mL之间最不利于生物粘泥的生长。 相似文献
965.
966.
厌氧膨胀床处理低浓度污水的污泥颗粒和生物活性变化 总被引:1,自引:0,他引:1
污泥的聚集形态和活性,是影响厌氧反应器处理效率的关键因素。通过对厌氧膨胀床反应器(anaerobicex—pandedblanketreactor,AEBR)处理低浓度城镇污水在启动和稳定运行期的污泥活性研究,AEBR在启动运行期内,接种颗粒污泥为适应低浓度基质条件,污泥粒径经历从大变小,再重新颗粒化粒径变大的过程。在运行期第103天,粒径小于1000μm污泥的体积比达到44.7%,平均粒径为952μm,到运行期第173天,粒径小于1000μm污泥的体积比降为28%,平均粒径达1179μm,污泥重新颗粒化完成。颗粒污泥适应新的环境后,单位重量污泥的最大比产甲烷活性(specificmetha.nogensisactivity,SMA)值和胞外聚合物含量增加,分别达到112mLCH4/(gVSS·d)和215mg/gVSS。在处理实际城镇污水的AEBR反应器内,辅酶F420含量可以有效指示污泥样品的产甲烷活性,AEBR反应器不同高度位置的污泥活性不一样,反应器底部污泥活性低于中上部区域污泥的活性。 相似文献
967.
为了控制污水脱氮中N2O排放,在不同曝气强度下研究了好氧硝化段同时硝化反硝化(SND)系统的N2O排放特性,并采用PCR—DGGE技术分析微生物群落特征。结果发现,随着曝气强度的增强,系统总氮去除率下降,但脱氮中N2O—N所占比例则上升,实验中从低到高3个曝气强度下,总氮去除率分别为80.01%、65.28%和58.62%,脱氮中N2O—N所占的比例为1.89%、7.84%和9.20%。PCR—DGGE分析显示,和低曝气强度下相比中、高曝气强度下系统微生物群落发生明显变化,但中曝气强度和高曝气强度下系统微生物群落表现出较高相似性。这表明,不同曝气强度下系统N2O排放受到氮素转化和微生物群落变化的影响。适宜曝气强度不仅提高总氮去除率,还可有效控制N2O排放。 相似文献
968.
复合型CoO/TiO2光催化剂降解亚甲基蓝动力学研究 总被引:1,自引:0,他引:1
以钛酸四丁酯为前驱体,采用溶胶凝胶法,制备了CoO掺杂的TiO2光催化剂。利用X射线衍射(XRD)、扫描电镜(SEM)、透射电镜(TEM)、紫外可见漫反射(UV-vis DRS)对催化剂进行了分析、表征。以中压汞灯为光源,研究了亚甲基蓝(MB)在CoO/TiO2微粒水悬浮液中的降解动力学。结果表明:所制备的催化剂活性组分主要是锐钛矿型的二氧化钛和CoO固溶体,粒径为25~30 nm,分布均匀。亚甲基蓝的光催化降解动力学满足一级动力学,在一定的浓度范围内,反应速率常数随初始浓度增大而减少,适当的掺钴量可以有效地提高TiO2光催化活性,其最佳掺杂量重量百分比为0.25%。 相似文献
969.
Comparison of semi-aerobic and anaerobic degradation of refuse with recirculation after leachate treatment by aged refuse bioreactor 总被引:2,自引:0,他引:2
Two fresh refuse bioreactors (F1 and F2) were operated under semi-aerobic and anaerobic conditions, respectively. The leachate from the bioreactors F1 and F2 was introduced into the aged refuse bioreactors (A1 and A2), and the effluent from A1 and A2 was subsequently recirculated into F1 and F2, respectively. The effect of the semi-aerobic recirculation process on refuse degradation was investigated, comparing it with that of the anaerobic recirculation process. Results indicate that the semi-aerobic recirculation process can increase the accumulated net production of leachate and promote evaporation. The accumulated net production of refuse in F1 is 320 mL/kg and that of F2 is 248 mL/kg, with leachate reduction amounting to 315 and 244 mL/kg refuse, respectively. The leachate quantity reduction of semi-aerobic and anaerobic leachate recirculation process accounted for 98.4% and 98.3% of the accumulated net production of leachate, respectively. The semi-aerobic leachate recirculation process can improve the biodegradation of organic matter from fresh refuse and the reduction rate of the pollutant concentration in leachate. This should shorten considerably the time required to meet the discharge standard and the time of stabilization of the refuse as observed in the anaerobic recirculation process. It was predicted that the COD concentration of leachate from the anaerobic recirculation process would reach 1000 mg/L in the anaerobic recirculation process after 2.2 years, as for semi-aerobic leachate recirculation process it is about 100 days. Compared with anaerobic recirculation process, the semi-aerobic recirculation process is more effective on NH3-N transformation and TN removal. The NH3-N and TN concentration of F1 is far below those of F2 at the end of our experiment. Refuse settlement in the semi-aerobic recirculation process was faster than that in the anaerobic recirculation process. At the end of the experiment, refuse settlement ratios in the semi-aerobic and anaerobic bioreactors were 33.5% and 18%, respectively. 相似文献
970.
Utilization of municipal solid waste incineration (MSWI) fly ash in ceramic brick: product characterization and environmental toxicity 总被引:4,自引:0,他引:4
In this study, municipal solid waste incineration (MSWI) fly ash was used as a blending in making ceramic brick based on its characterization and an orthogonal test was performed to determine the optimal mixture ratio of the materials. Besides, the fired bricks made in accordance with the optimal mixture ratio were characterized for performance, phase transformation, microstructure, leaching toxicity of the heavy metals in accordance with GB/T 2542-92 (Detection methods for bricks analysis, China) and by means of XRD, SEM and leaching toxicity analysis. It was found that the optimal mixture ratio of materials (MSWI fly ash:red ceramic clay:feldspar:gang sand) was 20:60:10:10 by mass, and the optimal sintering temperature was 950 °C. Leaching results of heavy metals from sintered bricks were reduced considerably in comparison with those from green bricks prior to sintering process. The results as a whole suggested that utilization of MSWI fly ash in ceramic brick constituted a potential means of adding value. 相似文献