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   284篇
  免费   46篇
  国内免费   118篇
安全科学   55篇
环保管理   40篇
综合类   234篇
基础理论   46篇
污染及防治   27篇
评价与监测   17篇
社会与环境   9篇
灾害及防治   20篇
  2024年   4篇
  2023年   8篇
  2022年   10篇
  2021年   18篇
  2020年   25篇
  2019年   28篇
  2018年   20篇
  2017年   12篇
  2016年   17篇
  2015年   22篇
  2014年   24篇
  2013年   27篇
  2012年   30篇
  2011年   30篇
  2010年   13篇
  2009年   20篇
  2008年   12篇
  2007年   25篇
  2006年   12篇
  2005年   19篇
  2004年   11篇
  2003年   11篇
  2002年   10篇
  2001年   5篇
  2000年   3篇
  1999年   1篇
  1998年   3篇
  1997年   2篇
  1996年   2篇
  1994年   5篇
  1993年   4篇
  1992年   2篇
  1991年   1篇
  1990年   2篇
  1989年   3篇
  1988年   1篇
  1987年   1篇
  1986年   1篇
  1985年   1篇
  1984年   1篇
  1982年   1篇
  1981年   1篇
排序方式: 共有448条查询结果,搜索用时 31 毫秒
91.
基于FLAC3D有限差分软件对开挖深度、侧压力系数、断面形状等多因素影响下的巷道变形参数进行正交试验,根据正交试验分析结果,分别选取同一深度条件下的圆形、马蹄形、直墙拱形、矩形巷道进行模拟试验并以圆形巷道作为典型断面,对不同深度下的巷道变形特征进行模拟试验。研究结果表明:开挖深度对巷道开挖后的应力差变化影响明显,断面形状对巷道围岩内的塑性区深度和具有显著影响;巷道开挖后的塑性区深度和随形状指数增加而呈线性增长趋势,圆形巷道的塑性区深度和最小,矩形最大;应力差随着巷道开挖深度的增加呈线性增加,深部开采应重视巷道内的应力分布情况。  相似文献   
92.
上海市郊4种地表径流深度的测算   总被引:7,自引:0,他引:7  
根据有关试验资料和美国土壤保持局推荐的方法,提出了上海市郊4种地表径流深度的计算公式。计算结果表明,当年降雨量为1053mm时,上海市郊4种地表径流的总量为13.6亿m^3,平均径流深度为300mm,径流系数为28.49%,4种径流量占郊区总量的77.82%,产流面积为郊区总面积的75.10%。  相似文献   
93.
本文通过对首波Pn、直达波Pg的走时的反演,推导出地壳厚度、震源深度、P波在地壳中、壳幔边界的传播速度之间的关系式,利用多台地震记录确定一个区域内这些参数的值,从而建立出该区域的地壳模型。  相似文献   
94.
Two cases of harlequin ichthyosis were successfully diagnosed prenatally by fetal skin biopsy. The aborted fetuses were later confirmed to be afflicted with this very unusual skin disease. Both families had a previous history of harlequin ichthyosis. In performing the biopsy, it was found that amniotic fluid cytology can also be very helpful in the diagnosis of this kind of severe ichthyosis. With regard to these families, the disease may have been transmitted in an autosomal dominant fashion, and not in a recessive manner as is commonly believed.  相似文献   
95.
可伸缩接地装置在浮顶罐中的应用   总被引:3,自引:0,他引:3  
介绍了浮顶罐浮盘与罐壁之间的电气连接--可伸缩接地装置,它易于安装、检测和维护,能快速对地泄放雷电电荷和静电电荷,同时降低雷电流频率下的趋肤效应,尽可能地消除二次电弧,防止油罐密封处产生火花放电引起的火灾.  相似文献   
96.
羌塘高原水资源及其开发利用   总被引:6,自引:0,他引:6  
地跨西藏、新疆、青海3省(区)的羌塘高原是我国青藏高原的主体部分,平均海拔5000m以上,总面积71.6×104km2,占我国陆地面积的7.5%。整个高原严寒干燥,湖泊众多,河流短小,冰川发育,是世界上待开发的一块最高最新的内陆大高原。现有地表、地下迳流约236.15×108m3,水质符合饮用与灌溉要求。但目前基本流入湖泊后破蒸发,如果大量开发迳流势必破坏水循环规律,人为地加速湖泊的消亡。为解决今后工农牧业用水,只能千方百计减少蒸发,取得可利用水量,达到发展经济维持生态平衡的目的。  相似文献   
97.
A roof with high solar reflectance and high thermal emittance (e.g., a white roof) stays cool in the sun, reducing cooling power demand in a conditioned building and increasing summertime comfort in an unconditioned building. The high initial solar reflectance of a white membrane roof (circa 0.8) can be lowered by deposition of soot, dust, and/or biomass (e.g., fungi or algae) to about 0.6; degraded solar reflectances range from 0.3 to 0.8, depending on exposure. We investigate the effects of soiling and cleaning on the solar spectral reflectances and solar absorptances of 15 initially white or light-gray polyvinyl chloride membrane samples taken from roofs across the United States. Black carbon and organic carbon were the two identifiable strongly absorbing contaminants on the membranes. Wiping was effective at removing black carbon, and less so at removing organic carbon. Rinsing and/or washing removed nearly all of the remaining soil layer, with the exception of (a) thin layers of organic carbon and (b) isolated dark spots of biomass. Bleach was required to clear these last two features. At the most soiled location on each membrane, the ratio of solar reflectance to unsoiled solar reflectance (a measure of cleanliness) ranged from 0.41 to 0.89 for the soiled samples; 0.53 to 0.95 for the wiped samples; 0.74 to 0.98 for the rinsed samples; 0.79 to 1.00 for the washed samples; and 0.94 to 1.02 for the bleached samples. However, the influences of membrane soiling and cleaning on roof heat gain are better gauged by fractional variations in solar absorptance. Solar absorptance ratios (indicating solar heat gain relative to that of an unsoiled membrane) ranged from 1.4 to 3.5 for the soiled samples; 1.1 to 3.1 for the wiped samples; 1.0 to 2.0 for the rinsed samples; 1.0 to 1.9 for the washed samples; and 0.9 to 1.3 for the bleached samples.  相似文献   
98.
Discrete-depth sampling of inorganic groundwater chemistry is essential for a variety of site characterization activities. Although the mobility and rapid sampling capabilities of direct-push techniques have led to their widespread use for evaluating the distribution of organic contaminants, complementary methods for the characterization of spatial variations in geochemical conditions have not been developed. In this study, a direct-push-based approach for high-resolution inorganic chemical profiling was developed at a site where sharp chemical contrasts and iron-reducing conditions had previously been observed. Existing multilevel samplers (MLSs) that span a fining-upward alluvial sequence were used for comparison with the direct-push profiling. Chemical profiles obtained with a conventional direct-push exposed-screen sampler differed from those obtained with an adjacent MLS because of sampler reactivity and mixing with water from previous sampling levels. The sampler was modified by replacing steel sampling components with stainless-steel and heat-treated parts, and adding an adapter that prevents mixing. Profiles obtained with the modified approach were in excellent agreement with those obtained from an adjacent MLS for all constituents and parameters monitored (Cl, NO(3), Fe, Mn, DO, ORP, specific conductance and pH). Interpretations of site redox conditions based on field-measured parameters were supported by laboratory analysis of dissolved Fe. The discrete-depth capability of this approach allows inorganic chemical variations to be described at a level of detail that has rarely been possible. When combined with the mobility afforded by direct-push rigs and on-site methods of chemical analysis, the new approach is well suited for a variety of interactive site-characterization endeavors.  相似文献   
99.
Soil vapor extraction (SVE) systems are intended to cause substantial volumes of air to flow through the subsurface with the purpose of removing volatile contaminants. The effectiveness of SVE can be influenced by any effect that changes the specific gas capacity (discharge as a function of vacuum) of a well. Skins of low permeability material enveloping a well bore are widely recognized to affect the performance of wells used to recover water, natural gas, or petroleum, and skin can also significantly diminish the performance of an SVE well. Skins a few mm thick consisting of material whose gas phase permeability is 0.01 of the formation can reduce the specific gas capacity of an SVE well by factors of 2 to 10 or more. Hydraulic fractures created in the vicinities of shallow wells commonly resemble sand-filled layers shaped like flat-lying disks or gently dipping saucers. The contrast between the gas-phase permeability of the sand in the fracture and that of the formation is particularly important, with significant effects requiring the ratio to be greater than approximately 50. Shallow hydraulic fractures filled with several tenths of m3 of sand in formations that are several orders of magnitude less permeable than that of the enveloping formation should increase specific gas capacity by factors of 10 or more. Field tests of the effects of hydraulic fractures on the performance of SVE were conducted by creating four wells intersecting fractures and a suite of control wells created using conventional methods in silty saprolite. Specific gas capacities ranged over more than an order of magnitude for 10 wells completed within a small area (2 m2) and at the same depth. Specific capacities correlate to the drilling method that was used to create the bore for the well: lowest values occurred in wells drilled with a machine auger, slightly better results were obtained using a Shelby tube, and the best results were obtained from conventional wells bored with a hand auger. Skin factors determined for wells created with a machine auger could be explained by a layer 1 cm thick that has 0.007 times the permeability of the enveloping material, which could readily have been created during the drilling procedure. Specific capacities of wells intersecting hydraulic fractures were 5 to 100 times more than those of conventional wells. The large difference in performance appears to be due in part to the beneficial effects of the fracture, and in part to the detrimental effects of well skin.  相似文献   
100.
本文对化学品登记所要求的部分健康效应数据——皮肤致敏、重复经口染毒、致变做了解释.涉及到的测试参数包括:皮肤致敏、重复(14/28天)经口啮动物毒性、基因突变、染色体畸变和DMA效应.  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