全文获取类型
收费全文 | 167篇 |
免费 | 19篇 |
国内免费 | 13篇 |
专业分类
安全科学 | 25篇 |
废物处理 | 6篇 |
环保管理 | 19篇 |
综合类 | 76篇 |
基础理论 | 25篇 |
环境理论 | 2篇 |
污染及防治 | 27篇 |
评价与监测 | 5篇 |
社会与环境 | 7篇 |
灾害及防治 | 7篇 |
出版年
2023年 | 6篇 |
2022年 | 5篇 |
2021年 | 4篇 |
2020年 | 11篇 |
2019年 | 4篇 |
2018年 | 4篇 |
2017年 | 7篇 |
2016年 | 9篇 |
2015年 | 3篇 |
2014年 | 5篇 |
2013年 | 10篇 |
2012年 | 5篇 |
2011年 | 9篇 |
2010年 | 10篇 |
2009年 | 10篇 |
2008年 | 6篇 |
2007年 | 22篇 |
2006年 | 9篇 |
2005年 | 4篇 |
2004年 | 9篇 |
2003年 | 13篇 |
2002年 | 2篇 |
2001年 | 8篇 |
2000年 | 2篇 |
1999年 | 4篇 |
1998年 | 3篇 |
1997年 | 2篇 |
1996年 | 1篇 |
1995年 | 4篇 |
1994年 | 2篇 |
1993年 | 1篇 |
1991年 | 1篇 |
1990年 | 1篇 |
1988年 | 1篇 |
1986年 | 1篇 |
1983年 | 1篇 |
排序方式: 共有199条查询结果,搜索用时 140 毫秒
31.
He J Dougherty M Shaw J Fulton J Arriaga F 《Journal of environmental management》2011,92(10):2479-2485
Rural areas represent approximately 95% of the 14000 km(2) Alabama Black Belt, an area of widespread Vertisols dominated by clayey, smectitic, shrink-swell soils. These soils are unsuitable for conventional onsite wastewater treatment systems (OWTS) which are nevertheless widely used in this region. In order to provide an alternative wastewater dosing system, an experimental field moisture controlled subsurface drip irrigation (SDI) system was designed and installed as a field trial. The experimental system that integrates a seasonal cropping system was evaluated for two years on a 500-m(2) Houston clay site in west central Alabama from August 2006 to June 2008. The SDI system was designed to start hydraulic dosing only when field moisture was below field capacity. Hydraulic dosing rates fluctuated as expected with higher dosing rates during warm seasons with near zero or zero dosing rates during cold seasons. Lower hydraulic dosing in winter creates the need for at least a two-month waste storage structure which is an insurmountable challenge for rural homeowners. An estimated 30% of dosed water percolated below 45-cm depth during the first summer which included a 30-year historic drought. This massive volume of percolation was presumably the result of preferential flow stimulated by dry weather clay soil cracking. Although water percolation is necessary for OWTS, this massive water percolation loss indicated that this experimental system is not able to effective control soil moisture within its monitoring zone as designed. Overall findings of this study indicated that soil moisture controlled SDI wastewater dosing is not suitable as a standalone system in these Vertisols. However, the experimental soil moisture control system functioned as designed, demonstrating that soil moisture controlled SDI wastewater dosing may find application as a supplement to other wastewater disposal methods that can function during cold seasons. 相似文献
32.
Due to the lack of data on hydraulic-jump dynamics in very large channels, the present paper describes the main characteristics
of the velocity field and turbulence in a large rectangular channel with a width of 4 m. Although a hydraulic jump is always
treated as a wave that is transversal to the channel wall, in the case of this study it has a trapezoidal front shape, first
starting from a point at the sidewalls and then developing downstream in an oblique manner, finally giving rise to a trapezoidal
shape. The oblique wave front may be regarded as a lateral shockwave that arises from a perturbation at a certain point of
the lateral wall and travels obliquely toward the centreline of the channel. The experimental work was carried out at the
Coastal Engineering Laboratory of the Water Engineering and Chemistry Department of the Technical University of Bari (Italy).
In addition to the hydraulic jump formation, a large recirculating flow zone starts to develop from the separating point of
the lateral shock wave and a separate boundary layer occurs. Intensive measurements of the streamwise and spanwise flow velocity
components along one-half width of the channel were taken using a bidimensional Acoustic Doppler Velocimeter (ADV). The water
surface elevation was obtained by means of an ultrasonic profiler. Velocity vectors, transversal velocity profiles, turbulence
intensities and Reynolds shear stresses were all investigated. The experimental results of the separated boundary layer were
compared with numerical predictions and related work presented in literature and showed good agreement. The transversal velocity
profiles indicated the presence of adverse pressure gradient zones and the law of the wall appears to govern the region around
the separated boundary layer. 相似文献
33.
Typical top-down regional assessments of CO2 storage feasibility are sufficient for determining the maximum volumetric capacity of deep saline aquifers. However, they do not reflect the regional economic feasibility of storage. This is controlled, in part, by the number and type of injection wells that are necessary to achieve regional CO2 storage goals. In contrast, the geomechanics-based assessment workflow that we present in this paper follows a bottom-up approach for evaluating regional deep saline aquifer CO2 storage feasibility. The CO2 storage capacity of an aquifer is a function of its porous volume as well as its CO2 injectivity. For a saline aquifer to be considered feasible in this assessment it must be able to store a specified amount of CO2 at a reasonable cost per ton of CO2. The proposed assessment workflow has seven steps that include (1) defining the storage project and goals, (2) characterizing the geology and developing a geomechanical model of the aquifer, (3) constructing 3D aquifer models, (4) simulating CO2 injection, (5,6) evaluating CO2 injection and storage feasibility (with and without injection well stimulation), and (7) determining whether it is economically feasible to proceed with the storage project. The workflow was applied to a case study of the Rose Run sandstone aquifer in the Eastern Ohio River Valley, USA. We found that it is feasible in this region to inject 113 Mt CO2/year for 30 years at an associated well cost of less than US $1.31/t CO2, but only if injectivity enhancement techniques such as hydraulic fracturing and injection induced micro-seismicity are implemented. 相似文献
34.
The present paper describes an effort for developing the total maximum daily load (TMDL) for phosphorus and a load reduction
strategy for the Feitsui Reservoir in Northern Taiwan. BASINS model was employed to estimate watershed pollutant loads from
nonpoint sources (NPS) in the Feitsui Reservoir watershed. The BASINS model was calibrated using field data collected during
a 2-year sampling period and then used to compute watershed pollutant loadings into the Feitsui Reservoir. The simulated results
indicate that the average annual total phosphorus (TP) loading into the reservoir is 18,910 kg/year, which consists of non-point
source loading of 16,003 kg/year, and point source loading of 2,907 kg/year. The Vollenweider mass balance model was used
next to determine the degree of eutrophication under current pollutant loading and the load reduction needed to keep the reservoir
from being eutrophic. It was estimated that Feitsui Reservoir can becoming of the oligotrophic state if the average annual
TP loading is reduced by 37% or more. The results provide the basis on which an integrated control action plan for both point
and nonpoint sources of pollution in the watershed can be developed. 相似文献
35.
36.
高负荷人工土层地下渗滤系统处理生活污水中试工程的研究 总被引:3,自引:0,他引:3
对传统的地下渗滤系统进行改进,采用多层过渡结构的人工土层来增大对颗粒有机物的接触氧化表面积,同时设置曝气装置保证好氧过程的氧气供应,可以大大提高污水地下处理系统的水力负荷.以中国南方典型的红壤土、河沙和砾石为填充材料,处理广州地化所小区的生活污水,水力负荷达40 cm/d,远大于类似系统.试验结果表明,改进后的系统能创造良好的好氧/厌氧环境,对污染物去除效果良好,COD、BOD5、TN、NH 4-N、TP和SS去除率分别达到了76.7%~89.1%、83.3%~92.5%、50.3%~66.1%、65.2%~79.6%、75.4%~90.1%和77.0%~91.3%,出水主要污染物达到了《污水综合排放标准》(GB 8978-1996)一级排放标准或二级排放标准. 相似文献
37.
准噶尔盆地西北部引水工程的建成和运行,对工程沿线区域土地资源的利用方式产生了深远的影响,也改变了该区域以土地资源为载体的生态系统的结构和生态环境的价值。以Constanza等人对全球各类生态系统单位面积服务价值的测算为依据,根据准噶尔盆地西北部引水工程沿线影响区2000年和2002年LandsatTM卫星影像解译数据,对工程建设和运行的生态环境效益予以估算。结果表明:引水工程的建设运行使工程影响区内生态系统的生态环境效益增加了2657 14×104 (约合22054 26×104元人民币),其中水域及耕地生态系统生态效益的增加是研究区生态效益增加的主要方面。 相似文献
38.
将UBET用于求解压缩圆环问题 ,可简便快速地取得上限解 ;进而采用该解绘制塑性加工中测量摩擦系数的理论校准曲线。对中性层的位置进行了精确求解 ;分析了绘制理论校准曲线时 ,总压缩量、压缩步长量等参数对其结果的影响 相似文献
39.
囊式蓄能器是液压系统中常用的压力容器。在更换胶囊和(或)充装氮气时如操作不当,有发生爆炸的风险。通过对一起蓄能器爆炸事故的调查,经计算、推论,得出此次爆炸是一起物理爆炸。并就事故发生原因及其爆炸强度、危害程度进行了分析。提出生产商和使用单位应制定科学的、可行的标准操作程序(Standard Operation Program,SOP),并要求工人在实际操做中严格执行,加强过程控制,避免事故的发生。 相似文献
40.
生物预处理是当前给水处理去除水中氨氮和有机物的有效手段,有助于改善水的理化性质且利于后续常规工艺的运行.针对以太湖水质的特点,跌水曝气生物接触氧化预处理成为首选方法.通过对不同水力停留时间(HRT)运行效果的分析,提出了在低温季节最优的水力停留时间.污染物在生物接触氧化中的去除率随水力停留时间的增大而增大,而在HRT<1.6 h范围内HRT的影响较为显著. 相似文献