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   220篇
  免费   12篇
  国内免费   40篇
安全科学   41篇
废物处理   5篇
环保管理   19篇
综合类   111篇
基础理论   19篇
污染及防治   4篇
评价与监测   7篇
社会与环境   39篇
灾害及防治   27篇
  2024年   3篇
  2023年   4篇
  2022年   5篇
  2021年   3篇
  2020年   6篇
  2019年   6篇
  2018年   7篇
  2017年   6篇
  2016年   10篇
  2015年   11篇
  2014年   7篇
  2013年   12篇
  2012年   13篇
  2011年   14篇
  2010年   11篇
  2009年   9篇
  2008年   8篇
  2007年   34篇
  2006年   11篇
  2005年   24篇
  2004年   10篇
  2003年   9篇
  2002年   7篇
  2001年   10篇
  2000年   9篇
  1999年   4篇
  1998年   1篇
  1997年   5篇
  1996年   2篇
  1995年   1篇
  1994年   2篇
  1993年   1篇
  1992年   2篇
  1990年   2篇
  1989年   1篇
  1987年   1篇
  1972年   1篇
排序方式: 共有272条查询结果,搜索用时 31 毫秒
141.
试验本着农村产业结构调整,退耕还草畜养和绿洲生态农业优化管理的研究宗旨,把甜高粱作为南疆农村产业结构调整和发展生态畜牧业的优良品种在尉犁县进行栽培试验.结果表明在南疆类似尉犁县气候条件的地区,其生育期为130d,每年除收获种子外还可收割一茬牧草,年产鲜草86 400 kg/hm2、收获种子1 770 kg/hm2.  相似文献   
142.
The Truckee River heads in the Sierra Nevada at Lake Tahoe, and terminates in Pyramid Lake. During the 1969 water year, flow about 9 miles upstream from the mouth (974,000 acre-ft) was almost four times the long-term average, due mainly to heavy winter rains and spring snowmelt. A short period of low-altitude rainfall produced the highest concentrations of suspended sediment, whereas a much longer subsequent period of snowmelt yielded a much greater total quantity of material. The upper 90 percent of the basin yielded about 260 acre-feet (630,000 tons) of sediment at the Nixon gage, whereas an estimated 2,800 acre-feet (6.8 million tons) was contributed by erosion of about 200 acres of river bank below the gage. Solute content at the gage ranged from 80 to 450 mg/l, dominated by calcium, sodium, and bicarbonate, plus silica in the most dilute snowmelt and chloride in the most concentrated low flows. Solute load totaled about 130,000 tons, of which the principal constituents in Pyramid Lake-sodium plus equivalent bicarbonate and chloride-amounted to almost 40,000 tons. The total solute load during a year of average flow may be 45,000-55,000 tons, including 18,000-22,000 tons of principal lake constituents.  相似文献   
143.
塔里木河中下游生态移民的意义及模式探讨   总被引:1,自引:0,他引:1  
塔里木河流域生态环境综合治理工作仍然在积极地进行着。生态脆弱区的移民政策对缓解塔里木河流域生态质量恶化,维持绿色走廊生机,改善生态环境现状,提高农牧民生活水平,发展当地经济都有着积极的作用和深远的影响。本文阐述了塔里木河流域生态环境现状,揭示了生态移民的意义,并对生态移民应当采取的模式进行了探讨,以有助于新疆生态环境的保护与建设工作。  相似文献   
144.
塔里木河下游应急输水植被恢复现状与问题   总被引:5,自引:0,他引:5  
对塔里木河应急输水进行了介绍,比较了应急输水前后主要断面植被恢复状况,分析了应急输水后植被恢复的特征与存在的问题,提出了巩固植被恢复效果、扩大植被恢复面积及有效保护植被的措施和建议。  相似文献   
145.
五氯硫酚锌盐的一些基本的危险性参数,如燃烧爆炸性能,目前国内外报道极少。笔者采用野外定性燃烧试验、哈特曼管实验及20 L球实验,对该物质粉尘爆炸的危险性进行研究。结果表明,该物质具有燃烧爆炸危险性,但与细小片状铝粉(燃爆危险性很强烈)相比,其粉尘的燃爆危险性很弱。以硅系点火具作为点火源,在20 L爆炸球中测试获得该粉尘爆炸下限浓度约为213 g/m3。根据ISO-6184及VD I-3673等标准,认为该粉尘的爆炸猛烈度为1级。所得结果为该物质的生产及使用安全提供了重要的参考。  相似文献   
146.
长江中下游地区铜矿体综合找矿模型   总被引:1,自引:0,他引:1  
本文在收集研究长江中下游地区主要铜矿床的发现和勘查过程、矿床地质特征、物化探异常特征、勘查方法等大量资料的基础上,对矿体特征进行了归纳,提出了将长江中下游主要铜矿体划分为二型四式的矿体类型划分方案。分别建立了四种类型铜矿体的找矿模型,并建立了铜矿体综合找矿模型。  相似文献   
147.
甲烷-煤尘复合体系中煤尘爆炸下限的实验研究   总被引:1,自引:0,他引:1  
在3.2 L的燃烧管道中,采用小能量的高压点火装置,通过改变甲烷体积分数、煤尘种类与粒径,研究了甲烷-煤尘复合体系中煤尘爆炸下限的变化规律.研究结果表明,在本文实验条件下,甲烷-煤尘混合物中甲烷体积分数的增加能明显降低煤尘的爆炸下限.对于煤尘粒径小于42 μm煤样A,当甲烷体积分数从1.8%增加到2.2%时,煤尘的爆炸下限相应从30 g/m3下降到6.25 g/m3.煤尘的爆炸下限也随着煤尘中挥发分含量的增加而降低.煤尘粒径对其爆炸下限的影响较弱.实验结果与文献中高能量化学药头点火的测试结果进行比较表明,甲烷对煤尘爆炸下限的影响趋势并不随着点火源能量的改变而改变.  相似文献   
148.
Objectives: Understanding how lower extremity injuries from automotive intrusion and underbody blast (UBB) differ is of key importance when determining whether automotive injury criteria can be applied to blast rate scenarios. This article provides a review of existing injury risk analyses and outlines an approach to improve injury prediction for an expanded range of loading rates. This analysis will address issues with existing injury risk functions including inaccuracies due to inertial and potential viscous resistance at higher loading rates.

Methods: This survival analysis attempts to minimize these errors by considering injury location statistics and a predictor variable selection process dependent upon failure mechanisms of bone. Distribution of foot/ankle/leg injuries induced by axial impact loading at rates characteristic of UBB as well as automotive intrusion was studied and calcaneus injuries were found to be the most common injury; thus, footplate force was chosen as the main predictor variable because of its proximity to injury location to prevent inaccuracies associated with inertial differences due to loading rate. A survival analysis was then performed with age, sex, dorsiflexion angle, and mass as covariates. This statistical analysis uses data from previous axial postmortem human surrogate (PMHS) component leg tests to provide perspectives on how proximal boundary conditions and loading rate affect injury probability in the foot/ankle/leg (n = 82).

Results: Tibia force-at-fracture proved to be up to 20% inaccurate in previous analyses because of viscous resistance and inertial effects within the data set used, suggesting that previous injury criteria are accurate only for specific rates of loading and boundary conditions. The statistical model presented in this article predicts 50% probability of injury for a plantar force of 10.2 kN for a 50th percentile male with a neutral ankle position. Force rate was found to be an insignificant covariate because of the limited range of loading rate differences within the data set; however, compensation for inertial effects caused by measuring the force-at-fracture in a location closer to expected injury location improved the model's predictive capabilities for the entire data set.

Conclusions: This study provides better injury prediction capabilities for both automotive and blast rates because of reduced sensitivity to inertial effects and tibia–fibula load sharing. Further, a framework is provided for future injury criteria generation for high rate loading scenarios. This analysis also suggests key improvements to be made to existing anthropomorphic test device (ATD) lower extremities to provide accurate injury prediction for high rate applications such as UBB.  相似文献   
149.

Introduction

Fall-related occupational injuries and fatalities are serious problems in the U.S. construction industry, especially incidents related to unguarded holes. The National Institute for Occupational Safety and Health, Division of Safety Research, Morgantown, WV conducted a project to evaluate the effectiveness of guardrail systems to prevent falls through roof and floor holes.

Methods

Two commercial edge-protection products were evaluated when used as perimeter guarding around a roof hole. Installations of the commercial products were compared to job-built guardrails constructed of 2 × 4 construction-grade lumber. Occupational Safety and Health Administration (OSHA) regulations require that “a force of at least 200 pounds” must be supported by the top rail of a guardrail system “in any outward or downward direction at any point along the top edge.” A laboratory testing system was developed to evaluate this requirement. A dynamic 200-lb force was generated against the top rail using a weighted manikin mounted on a hinged steel frame. Nine construction workers, who served as test subjects, each built five different guardrail configurations.

Results

All 45 configurations met the 200-lb OSHA requirement. Installation time for one commercial product was 32% quicker than the job-built configuration (25.6 min vs. 37.9 min).

Impact on Industry

This study: (a) indicates that the two edge-protection products can be used as perimeter guarding; (b) highlights the importance of using proper materials and fasteners to construct guardrails to protect workers from falling into unguarded roof and floor holes; and (c) discusses an overall-strength-testing methodology that can be used by fall-protection researchers.  相似文献   
150.
长江中下游湿地保护与流域生态管理   总被引:7,自引:0,他引:7  
湿地是地球上具有多功能的、独特的生态系统,是人类最重要的生存环境之一。长江中下游湿地保护必须从流域管理角度进行规划和保护,应由过去主要是单块湿地保护向按流域系统保护的转变。具体可采取以下措施:在流域内建立统一协调机制,对流域湿地进行保护与合理利用,合理布局,统一规划;按湖泊流域和物种分布整合现有保护区,建立新的湿地保护区,解决目前管理上的制约问题;大力开展湿地修复重建;推进退耕还林、长江防护林等工程建设,发挥森林治理水土流失、涵养水源的作用;在保护的前提下科学合理地利用长江中下游湿地资源,开拓新的生产力;同时加强湿地科学研究。  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