首页 | 本学科首页   官方微博 | 高级检索  
文章检索
  按 检索   检索词:      
出版年份:   被引次数:   他引次数: 提示:输入*表示无穷大
  收费全文   401篇
  免费   31篇
  国内免费   108篇
安全科学   44篇
废物处理   12篇
环保管理   24篇
综合类   231篇
基础理论   52篇
污染及防治   75篇
评价与监测   46篇
社会与环境   13篇
灾害及防治   43篇
  2024年   1篇
  2023年   6篇
  2022年   10篇
  2021年   18篇
  2020年   20篇
  2019年   18篇
  2018年   20篇
  2017年   12篇
  2016年   17篇
  2015年   15篇
  2014年   15篇
  2013年   46篇
  2012年   35篇
  2011年   32篇
  2010年   21篇
  2009年   24篇
  2008年   18篇
  2007年   20篇
  2006年   31篇
  2005年   29篇
  2004年   15篇
  2003年   22篇
  2002年   19篇
  2001年   14篇
  2000年   14篇
  1999年   10篇
  1998年   11篇
  1997年   4篇
  1996年   4篇
  1995年   5篇
  1994年   3篇
  1993年   4篇
  1992年   5篇
  1987年   1篇
  1971年   1篇
排序方式: 共有540条查询结果,搜索用时 0 毫秒
11.
ABSTRACT: The lower reaches of the Arroyo Colorado have historically failed to meet their use under subsection 303(b) of the U.S. Clean Water Act due to fecal coliform bacteria and low dissolved oxygen (DO). Fish kills, especially at the tidal confluence at the Port of Harlingen, Texas, have been reported. Oxygen demand from sediment (SOD) for a river typically has two states‐diffusion limited SOD (SOD) and potential SOD (pSOD), expressed when sediment is resuspended through increased flow or other disturbances. The objective of this research was to measure SOD in the Arroyo Colorado River in situ, estimate pSOD ex situ, and evaluate the relationship between SOD and the depositional environment. We measured SOD and pSOD in the Arroyo Colorado River at up to eight sites over three sampling events. We identified the sample sites based on a modified Rosgen geomorphic index for streambed stabilization. Sites with high sediment deposition potential had high SOD. The average values of SOD between sites were 0.62 g/m2/day (standard deviation 0.38 g/m2/day) and ranged from 0.13 to 1.2 g/m2/day. Potential SOD values ranged from as low as 19.2 to as high as 2,779 g/m3 sediment/ day. Potential SOD can serve as an indicator of the possible impact of SOD from resuspended sediment in stream systems.  相似文献   
12.
石油污染土壤原位生物修复的强化实验研究   总被引:2,自引:0,他引:2  
为研究添加营养物质和高效降解石油微生物对油污土壤生物修复的作用,通过分层土柱的方法,连续监测了不同条件下不同土层的含水率、石油烃含量、细菌数量及脱氢酶活性。结果表明:添加营养物质同时接种高效微生物可使降解效果明显改善,降解率比在自然条件下提高近50%,而单纯添加营养物质不接种高效微生物可使降解率比在自然条件下提高约25%。降解初期,上层土壤降解效果较好,而到中后期,中下层降解效果好于上层。微生物数量和脱氢酶活性与石油降解率之间存在良好的相关性,脱氢酶活性比微生物数量更能反映修复过程中微生物的存活状态。添加营养物质和高效降解石油微生物对油污土壤原位生物修复具有强化作用。  相似文献   
13.
An inexpensive and effective adsorbent was developed from waste tea leaves for the dynamic uptake of Pb(II). Characterization of the adsorbents showed a clear change between physico-chemical properties of activated tea waste and simply tea waste. The purpose of this work was to evaluate the potential of activated tea waste in continuous flow removal of Pb(II) ions from synthetic aqueous effluents. The performance of the system was evaluated to assess the effect of various process variables, viz., of bed height, hydraulic loading rate and initial feed concentration on breakthrough time and adsorption capacity. The shape of the breakthrough curves was determined for the adsorption of Pb(II) by varying different operating parameters like hydraulic loading rate (2.3–9.17 m3/h m2), bed height (0.3–0.5 m) and feed concentration (2–10 mg/l). An attempt has also been made to model the data generated from column studies using the empirical relationship based on the Bohart–Adams model. There was an acceptable degree of agreement between the data for breakthrough time calculated from the Bohart–Adams model and the present experimental study with average absolute deviation of less than 5.0%. The activated tea waste in this study showed very good promise as compared with the other adsorbents available in the literature. The adsorbent could be suitable for repeated use (for more than four cycles) without noticeable loss of capacity.  相似文献   
14.
Abstract

Leaching, downward mobility and persistence of tebufenozide was investigated under laboratory conditions in columns packed with forest litter and soil, after fortification with the analytical grade material (purity > 99.6%) and with two commercial formulations, RH‐5992 2F (aqueous flowable) and RH‐5992 ES (emulsion suspension). Two types of litter and soil were used: one type with relatively high amounts of sand and the other with high amounts of clay.

The concentrations eluted in the leachates were lower when the analytical material (dissolved in acetone) was used for fortification, than when the two formulations (diluted with water) were used. The amount leached was higher for RH‐5992 2F than for RH‐5992 ES. The type of substrate, i.e., sandy or clay type, had only marginal influence on the amounts eluted in the leachates. Downward movement of tebufenozide from the top 2‐cm layer to the untreated middle and bottom layers (3‐cm segments) was consistently lower when the analytical material was used for fortification, than when the two formulations were used. Downward movement was higher for RH‐5992 2F than for RH‐5992 ES. Persistence of tebufenozide in substrates, maintained under submerged conditions for 70 days after leaching, indicated an initial 2‐week lag period prior to the onset of degradation. Formulation‐related differences were observed in the half‐life (DT50) values. When the analytical material was used for fortification, the DT50 ranged from ca 54 to 59 d. However, when the formulations were used for fortification, the DT50 showed a higher range, i.e., from ca 62 to 67 d for RH‐5992 2F and ca 70 to 80 d for RH‐5992 ES. Formulation ingredients appear to have caused enhanced adsorption of tebufenozide onto the substrates, thus delaying degradation.  相似文献   
15.
为了研究型钢混凝土短柱的抗震性能,通过21根SRC柱在低周反复荷载作用下的剪切黏结破坏试验结果,在利用灰色关联理论进行模型输入变量选择的基础上,建立了其基于改进神经网络模型的受剪承载力分析模型,进而研究了混凝土抗压强度、腹板宽度、轴压比及箍筋间距等因素对SRC柱抗剪能力的影响规律,并对SRC柱的受剪承载力进行了预测。结果表明,所提方法能够反映受剪承载力与影响因素间的非线性变化规律,可供SRC柱在低周往复荷载作用下的受剪承载力分析参考。  相似文献   
16.
带压开采陷落柱突水影响因素数值模拟   总被引:2,自引:0,他引:2  
为研究承压水压与煤层陷落柱位置这两种因素对陷落柱突水的影响,在分析固流耦合数学模型的基础上,利用数值模拟软件FLAC3D,以双柳矿地质条件为背景,分别对3 MPa和5 MPa承压水压下开采上、下两组煤4种情况进行模拟,分析陷落柱及其周边围岩的渗流-塑性破坏耦合场、应力场和位移场的变化.结果表明:随着工作面推进至接近陷落柱,工作面前方集中应力场与柱体周边应力场发生耦合,并出现应力集中,当水压为5 MPa开采上组煤时应力集中系数最大,最容易形成突水危险区域;当上组煤工作面距离陷落柱为30 m时,陷落柱渗流场与集中应力场开始连通,在开采下组煤时这一距离比上组煤扩大15 ~ 20 m;煤层底板随工作面推进发生压缩-膨胀周期变化,引起拉伸、剪切破坏.  相似文献   
17.
通过在Na+-MMT表面生长MoS2来提高窄带隙半导体光生电子分离速率及稳定性.利用阳离子填充法及水热法成功制备了复合光催化剂Na+-MMT/MoS2,并通过FT-IR、SEM、TEM、Raman、XRD、TG、XPS、UV-DRS和ESR等表征进一步证明了材料的成功负载及光、电化学性能. 同时,以有机染料罗丹明B为待降解染料来评价光催化剂的催化性能,发现其在80 min可有效降解罗丹明B,降解率达96%.经过5次循环使用后,Na+-MMT/MoS2复合光催化剂仍具有较好的光催化性能.因此,利用MMT的表面电负性及稳定的片层结构负载MoS2,可形成光生电子迁移通道进一步提高电荷迁移速率及光催化剂的稳定性.本研究可为黏土材料调控窄带隙半导体制备环境友好型光催化剂提供新思路.  相似文献   
18.
套种条件下混合螯合剂对污染土壤Cd淋滤行为的影响   总被引:1,自引:1,他引:1  
为了研究螯合剂对污染土壤Cd向下迁移的影响,对采自广东省乐昌市和清远市的2种铅锌矿废水污染水稻土(分别为中性和酸性土壤)进行100 cm土柱室外淋溶试验,研究在玉米与东南景天套种系统中,在5 mmol.kg-1土的混合螯合剂[MC∶柠檬酸∶味精废液∶EDTA∶KCl(摩尔比)=10∶1∶2∶3]的强化作用下对2种污染土壤中Cd的淋滤行为的影响.结果表明,施加混合螯合剂后第2 d,混合螯合剂能明显提高2种土壤各土层淋滤液Cd浓度;施后第8 d混合螯合剂仍能继续提高中性土壤20 cm以下土层和酸性土壤60 cm以下土层淋滤液Cd的浓度,但其活化作用均已迅速下降.施后第2 d和第8 d,2种土壤各土层的套种+MC处理的淋滤液Cd浓度均超过国家地下水质量标准(GB/T 14848-93).施加混合螯合剂可降低中性土壤表层全Cd量.不同处理的土壤Cd均有向下层迁移的趋势,尤其是酸性土壤,在20 cm和40 cm处不同处理的全Cd量与起始值比较分别下降了40%~58%和39%~49%,经过100 d的修复即可达到土壤环境质量标准(GB 15618-1995).上述结果表明,施用混合螯合剂对Cd污染土壤的地下水水质存在一定的潜在污染风险.  相似文献   
19.
石灰或烧制白云岩与粘土、低氟无烟煤粉作为包裹材料,通过正交试验方法,对陕西省紫阳县蒿坪镇高氟块状石煤进行了固氟效果研究。结果表明,影响包裹石煤固氟效果的主要因素是无烟煤粉和石灰,影响顺序是无烟煤粉〉石灰〉粘土。最佳制备工艺条件为石煤块:无烟煤粉:石灰:粘土=70:10:10:5,固氟率达91.9%。  相似文献   
20.
The efficiency of chir pine sawdust (CPS) for adsorptive removal of the dyes, congo red (CR) and basic violet 1 (BV), from aqueous solution was evaluated using batch and column studies. The equilibrium was attained in 60 min for CR and 45 min for BV. The adsorption of BV obeyed the Langmuir isotherm model while the Freundlich isotherm fitted the equilibrium data of CR adsorption. The Langmuir monolayer adsorption capacities (Qo) of CPS for BV and CR were 11.3 and 5.8 g kg?1, respectively. The kinetic data for CR were best fitted to the Lagergren pseudo-first-order model and for BV to the pseudo-second-order model. The intra-particle diffusion was found to be the rate-controlling step for CR adsorption, while the adsorption kinetics of BV were controlled by both intra-particle and liquid-film diffusion. The thermodynamic parameters indicated that the adsorption process was spontaneous and endothermic in nature. The adsorption activation energy (Ea) for CR (124 kJ mol?1) implied chemical adsorption while that for BV (5.4 kJ mol?1) indicated physical adsorption. An increase in the Thomas model constant (KTh) with increasing flow indicated that for both dyes the mass transport resistance decreased during adsorption. Thus, CPS may be an efficient low-cost adsorbent for decolorization of dye-containing wastewaters.  相似文献   
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号