全文获取类型
收费全文 | 3525篇 |
免费 | 332篇 |
国内免费 | 935篇 |
专业分类
安全科学 | 439篇 |
废物处理 | 71篇 |
环保管理 | 708篇 |
综合类 | 2088篇 |
基础理论 | 486篇 |
污染及防治 | 443篇 |
评价与监测 | 110篇 |
社会与环境 | 208篇 |
灾害及防治 | 239篇 |
出版年
2024年 | 11篇 |
2023年 | 35篇 |
2022年 | 96篇 |
2021年 | 118篇 |
2020年 | 124篇 |
2019年 | 105篇 |
2018年 | 101篇 |
2017年 | 137篇 |
2016年 | 174篇 |
2015年 | 185篇 |
2014年 | 195篇 |
2013年 | 260篇 |
2012年 | 299篇 |
2011年 | 344篇 |
2010年 | 266篇 |
2009年 | 270篇 |
2008年 | 201篇 |
2007年 | 281篇 |
2006年 | 299篇 |
2005年 | 233篇 |
2004年 | 152篇 |
2003年 | 142篇 |
2002年 | 114篇 |
2001年 | 90篇 |
2000年 | 104篇 |
1999年 | 62篇 |
1998年 | 40篇 |
1997年 | 38篇 |
1996年 | 27篇 |
1995年 | 44篇 |
1994年 | 23篇 |
1993年 | 31篇 |
1992年 | 19篇 |
1991年 | 14篇 |
1990年 | 15篇 |
1989年 | 12篇 |
1988年 | 9篇 |
1987年 | 17篇 |
1986年 | 12篇 |
1985年 | 8篇 |
1983年 | 5篇 |
1982年 | 6篇 |
1981年 | 12篇 |
1980年 | 14篇 |
1979年 | 8篇 |
1978年 | 7篇 |
1973年 | 3篇 |
1972年 | 7篇 |
1971年 | 8篇 |
1970年 | 3篇 |
排序方式: 共有4792条查询结果,搜索用时 859 毫秒
331.
Hillary H. Jeffcoat Marshall E. Jennings 《Journal of the American Water Resources Association》1987,23(2):313-316
ABSTRACT: An application is described of the branch-network flow model, BRANCH, to the upper Alabama River system in central Alabama. The model is used to simulate one-dimensional unsteady flows and water surface elevations in approximately 60 river miles of the Alabama River system. Preliminary calibration was made using 72 hours of observed data. Simulated discharges are about 10 percent lower than observed discharges at higher discharge rates and computed flows lag observed flows by about 30 minutes. 相似文献
332.
ABSTRACT: The domestic sewage of the city of Beer-Sheva, Israel, which is located in an arid region, is treated in a series of facultative ponds. The treated effluent is stored temporarily in an open surface earthen reservoir (about 0.5 ± 106 m3 in volume) and then used for irrigation. The effluent is applied via sprinkler and trickle irrigation systems. The main crops irrigated are cotton, wheat, alfalfa, and corn. Total cotton yield is over 5500 kg/ha, and the wheat grain yield is over 7500 kg/ha. The amount of effluent applied is about 6500 m3/ha for cotton (including preplant irrigation), and the wheat receives about 4500 m3/ha via irrigation and an additional 2000 m3/ha from precipitation. Due to the nutrient content in the effluent, the above yields are obtained without any additional fertilization. 相似文献
333.
G. M. Kondolf G. F. Cada M. J. Sale 《Journal of the American Water Resources Association》1987,23(5):927-935
Flushing flows are re1eses from dams designed to remove fine sediment from downstream spawning habitat. We evaluated flushing flows on reaches proposed for hydroelectric diversions on seven streams in the eastern Sierra Nevada, California, with wild populations of brown trout (Salmo trutta). The stream reaches are steep (average map slopes range from 7 to 17 percent), are dominated by boulder cascades, and afford few opportunities for gravel deposition. Methods for estimating flushing flows from flow records, developed from studies in other localities, produced widely differing results when applied to the study streams, probably reflecting differences in the hydrologic and geomorphic characteristics of the streams on which the methods were developed. Tracer gravel experiments demonstrated that all sampled gravels were washed out by the flows of 1986, a wet year. Size analyses of gravel samples and hydraulic data from field surveys were used in tractive-force calculations in an attempt to specify the flow required to flush the gravels. However, these calculations produced some unrealistic results because the flows were nonuniform in the study reaches. This suggests that the tractive-force approach may not be generally applicable to small, steep streams where nonuniform flow conditions prevail. 相似文献
334.
Berton L. Lamb 《Journal of the American Water Resources Association》1986,22(5):811-815
ABSTRACT: Water resource scientists face complex tasks in evaluating aspects of water projects, but relatively few assessment procedures have been applied and accepted as standard applications. Decision-makers often rely on environmental assessments to evaluate the value and operation of projects. There is often confusion about scientists' role in policy decisions. The scientist can affect policy-making as an expert withess, an advocate or a surrogate. By understanding the policy process, scientists can make their work more “policy relevant.” Using the Terror Lake hydro project in Alaska as a guide, three lessons are discussed: (1) not all problems are able to be solved with technology; (2) policy-relevant technology is rarely imposed on a problem; and (3) the scientist need not just react to the policy process, but can have an impact on how that process unfolds. 相似文献
335.
The spatial coincidence between riparian buffers of various widths and extents and potentially unstable ground was quantified
using a physically based model for shallow landslide initiation and GIS for two watersheds on the Olympic Peninsula, Washington,
USA. The proportion of the potentially unstable ground in each watershed within riparian buffers is a function of both buffer
width and the extent of the stream channel network being buffered. While current buffers required by Washington State cover
less than 5% of the potentially unstable ground, buffering all stream channels in these watersheds with 100-m buffers covered
75%–90% of the potentially unstable areas. Our analyses further show that: (1) riparian buffers are not efficient mechanisms
for protecting potentially unstable ground, and (2) identifying potentially unstable ground using a physically based model
should prove more effective for designing methods to reduce shallow landsliding hazards than relying on extensive buffer zones
along stream channels. 相似文献
336.
337.
Julia Badal Graf 《Journal of the American Water Resources Association》1995,31(2):265-281
ABSTRACT: The effect of unsteadiness of dam releases on velocity and longitudinal dispersion of flow was evaluated by injecting a fluorescent dye into the Colorado River below Glen Canyon Dam and sampling for dye concentration at selected sites downstream. Measurements of a 26-kilometer reach of Glen Canyon, just below Glen Canyon Dam, were made at nearly steady dam releases of 139, 425, and 651 cubic meters per second. Measurements of a 380-kilometer reach of Grand Canyon were made at steady releases of 425 cubic meters per second and at unsteady releases with a daily mean of about 425 cubic meters per second. In Glen Canyon, average flow velocity through the study reach increased directly with discharge, but dispersion was greatest at the lowest of the three flows measured. In Grand Canyon, average flow velocity varied slightly from subreach to subreach at both steady and unsteady flow but was not significantly different at steady and unsteady flow over the entire study reach. Also, longitudinal dispersion was not significantly different during steady and unsteady flow. Long tails on the time-concentration curves at a site, characteristic of most rivers but not predicted by the one-dimensional theory, were not found in this study. Absence of tails on the curves shows that, at the measured flows, the eddies that are characteristic of the Grand Canyon reach do not trap water for a significant length of time. Data from the measurements were used to calibrate a one-dimensional flow model and a solute-transport model. The combined set of calibrated flow and solute-transport models was then used to predict velocity and dispersion at potential dam-release patterns. 相似文献
338.
William W. Walker 《Journal of the American Water Resources Association》1995,31(4):671-685
ABSTRACT: The State of Florida (1994) has adopted a plan for addressing Everglades eutrophication problems by reducing anthropogenic phosphorus loads. The plan involves implementation of Best Management Practices in agricultural watersheds and construction of regional treatment marshes (Stormwater Treatment Areas or STA's). This paper describes the development, testing, and application of a mass-balance model for sizing STA's to achieve treatment objectives. The model is calibrated and tested against peat and water-column data collected in Water Conservation Area-2A (WCA-2A), where phosphorus dynamics and eutrophication impacts have been intensively studied. The 26-year-average rate of phosphorus accretion in peat is shown to be proportional to average water-column phosphorus concentration, with a proportionality constant of 10.2 m/yr (90 percent Confidence Interval = 8.9 to 11.6 m/yr). Spatial and temporal variations in marsh water-column data suggest that drought-induced recycling of phosphorus was important during periods of low stage in WCA-2A. Maintaining wet conditions will be important to promote phosphorus removal in STA's. Sensitivity analysis of STA performance is conducted over the range of uncertainty in model parameter estimates to assess the adequacy of the model as a basis for STA design. 相似文献
339.
陕西潼关金矿‘94人工泥石流灾害研究 总被引:9,自引:0,他引:9
本文研究了1994年7月11日发生在陕西潼关县西峪金矿区,因暴雨引发的人工泥石流所酿成的特大灾难。通过对形成泥石流的地质、地貌、降雨和人为等其他形成的原因进行了分析。提出了今后应加强的预防措施,这对合理开发金矿资源、预防泥石流灾害,有着十分重要的科学意义。 相似文献
340.