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排序方式: 共有220条查询结果,搜索用时 31 毫秒
161.
Zhiling Wu Xianchun Tang Hongbin Chen 《Frontiers of Environmental Science & Engineering》2021,15(4):62
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Tao Wang Liping Xiao Hongbin Lu Shaoyong Lu Jiaxin Li Xiaochun Guo Xiaoliang Zhao 《环境科学学报(英文版)》2022,34(1):249-262
A pilot-scale multistage constructed wetland-pond(MCWP) system with a "pre-ecological oxidation pond, two-stage horizontal subsurface flow constructed wetland(HSCW) and surface flow constructed wetland(SFCW) as the core and postsubmerged plant pond" as the process was used to treat actual polluted river water in the field, and the variation in nitrogen removal from summer to winter was investigated. The results showed that the average total nitrogen(TN) removal efficiency in the MCWP was approxi... 相似文献
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165.
三维荧光光谱法分析巢湖CDOM的空间分布及其来源 总被引:25,自引:3,他引:22
利用三维荧光光谱法研究了巢湖有色溶解有机物(CDOM)及其相关组分的空间分布特征,并对CDOM来源进行了分析.结果表明,巢湖西半湖CDOM平均相对荧光强度为927.1,显著高于东半湖的平均相对荧光强度544.9;CDOM组分腐殖酸(HA)和类蛋白物质浓度空间变化特征类似于CDOM;南淝河和丰乐河是西半湖CDOM的重要污染源;巢湖西北区域和中部湖区CDOM分别主要来源于南淝河和白石山河排放源.三维荧光光谱法在大型湖泊和河流水质监测中具有潜在的应用前景. 相似文献
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Laura Rodriguez Rosario Sanchez Hongbin Zhan Peter S.K. Knappett 《Journal of the American Water Resources Association》2020,56(3):387-408
The Allende–Piedras Negras (APN) aquifer is located between the states of Texas (United States [U.S.]) and Coahuila (Mexico). The Rio Grande crosses the aquifer, acting as a natural and political divide between the countries. However, it remains unclear whether the APN aquifer can be considered a truly transboundary aquifer flow system, which would potentially require joint management by two different administrative jurisdictions. The main purpose of this study was to evaluate the transboundary nature of this aquifer. This was achieved by developing a detailed hydrogeological model to analyze the direction of volumetric fluxes within the APN aquifer using Visual MODFLOW. The model simulated a spatially averaged cumulative drawdown of 0.76 m for the entire aquifer over an 18‐year modeling period (2000–2017). The flow convergence zone, previously located below the Rio Grande, has shifted to the U.S. side in most locations, driven by higher pumping rates of the wells located near the river. This shift of the convergence zone from one country to the other means that groundwater recharge from one side flows underneath the river to the other side. This qualifies the APN aquifer as a “transboundary groundwater flow system.” The procedure followed in this study may be applied to other aquifers that straddle the U.S.–Mexico border and may motivate future modeling studies on other poorly studied transboundary aquifers around the world and thereby enable bi‐national aquifer management. 相似文献
168.
Hongbin Zhan Zhang Wen Guanhua Huang Dongmin Sun 《Journal of contaminant hydrology》2009,107(3-4):162-174
This study deals with two-dimensional solute transport in an aquifer–aquitard system by maintaining rigorous mass conservation at the aquifer–aquitard interface. Advection, longitudinal dispersion, and transverse vertical dispersion are considered in the aquifer. Vertical advection and diffusion are considered in the aquitards. The first-type and the third-type boundary conditions are considered in the aquifer. This study differs from the commonly used averaged approximation (AA) method that treats the mass flux between the aquifer and aquitard as an averaged volumetric source/sink term in the governing equation of transport in the aquifer. Analytical solutions of concentrations in the aquitards and aquifer and mass transported between the aquifer and upper or lower aquitard are obtained in the Laplace domain, and are subsequently inverted numerically to yield results in the real time domain (the Zhan method). The breakthrough curves (BTCs) and distribution profiles in the aquifer obtained in this study are drastically different from those obtained using the AA method. Comparison of the numerical simulation using the model MT3DMS and the Zhan method indicates that the numerical result differs from that of the Zhan method for an asymmetric case when aquitard advections are at the same direction. The AA method overestimates the mass transported into the upper aquitard when an upward advection exists in the upper aquitard. The mass transported between the aquifer and the aquitard is sensitive to the aquitard Peclet number, but less sensitive to the aquitard diffusion coefficient. 相似文献
169.
在中试规模上研究了采用"催化铁+A/O生化"及"A/O生化/催化铁内循环"工艺处理高有机浓度精细化工区污水的效果及特点。实验证明,催化铁作为生化预处理工艺处理此污水铁填料表面出现结垢及有机物黏附的现象。生化/催化铁内循环工艺对污水CODCr、NH3-N去除率分别为73%、19%,生化/催化铁出水投加少量混凝剂、助凝剂后,C0DCr、BOD5、色度去除率分别为81%、95%、91%;生化/催化铁内循环工艺将催化铁置于生化后可有效提高催化铁反应效率,避免铁填料表面出现结垢及黏附层等现象,内循环可保证催化铁对生化的促进及对水中部分难降解有机物的去除,但此工艺仍存在氨氮去除效果不佳等问题待解决。 相似文献
170.
为研究压裂高压管汇在大排量携砂液输送过程中的管壁冲蚀磨损问题,应用CFD方法及Fluent软件,建立了高压管汇主要管件三通管的冲蚀模型,基于数值模拟计算研究了冲蚀发生机理及位置,探讨了高压管汇的冲蚀特点。结果表明:压裂液流动方向变化区域存在严重的冲蚀现象,如主管与支管连接处;三通主管下游段,内壁冲蚀主要是来自支管的固体支撑剂在运动方向改变时对内壁低角度切削;管汇里越靠近井口的三通因为压裂液流量增加,主管下游段两侧冲蚀越严重。该研究结果可为管汇设计制造、关键部位检测等提供技术参考。 相似文献