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排序方式: 共有336条查询结果,搜索用时 31 毫秒
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在自主开发的拉格朗日元与离散元耦合连续-非连续方法的基础上,为了模拟时间较长的煤炭开采过程,提出了准静力计算模式;针对煤层离散单元形成的聚集体仍能承受超过自身承载能力的问题,发展了应力跌落方法;以济三煤矿6303工作面的地质条件为背景建立了更准确的力学模型,其中,在断层上盘下端面施加了适当的垂直向上的均布载荷,以克服前人力学模型中由于模型下端面位移被限制断层难以在此位置错动而造成的应力集中问题;通过剔除开采前的断层滑移量,提出了纯粹由采动引起的断层上盘滑移量的计算方法。结果表明:当工作面与断层的距离减少时,煤层下方测点的滑移量呈缓慢增加-缓慢减少-急剧增加的趋势,煤层上方测点的滑移量呈缓慢增加-迅速增加的趋势;同一岩层中测点的滑移量相差不大;高位岩层将先于低位岩层发生明显滑移,断层滑移基本是由上至下发展的,且高位岩层的滑移程度比低位岩层的大;当工作面与断层距离相同时,若开采间隔较小,则煤层上方测点的滑移量较小;当工作面与断层距离小于等于100 m时,采空区上方附近岩层发生明显滑移,应该加强支护。 相似文献
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为了进一步探讨我国酸沉降对水陆生态环境的影响以及典型地区生态系统对酸沉降的缓冲能力和临界负荷值,笔者对赣、鄂、湘3省具有代表性的土壤的SO吸附特性进行了研究。结果表明,红壤,待别是江西省的红壤,吸附SO的能力最强,最大吸附量达11.52mg/g士;其余依次为黄壤、棕红壤、黄褐壤和黄红壤,最大吸附量分别为11.14,8.83,6.86和6.53mg/g土;红色石灰壤对SO的吸附能力最弱,最大吸附量仅3.55mg/g土,只及红壤的30.8%。可以预计,就地区而言,以红壤为主的江西省是我国对酿沉降最敏感的地区之一。 相似文献
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KUANG Shao-ping 《环境科学学报(英文版)》2004,16(1):149-152
Preliminary study is carded out on the endocrine-disrupting organic chemicals of polychlorinated biphenyls( PCBs. PCB-28, 60,104, 153, 190) in hard roes of Ioaches( Misgurnus anguillicaudatas) in Weishanhu Lake, China. Results showed that the hard roes of Ioacbes collected from the areas near the influx( such as Pengkou T-PCB =0. 243μg/g) or efflux( such as Hanzhuang T-PCB = 0. 221μg/g)are characterized by higher PCB contents, about 4 times that from the central lake(T-PCB = 0.066-μg/g), suggesting great difference between their pollutions. The PCB distributions indicated that PCB congeners with more chlorine are more easily accumulated in roes of Ioachee. The microscopic characteristics reveal that the PCB contents at present cannot lead the roes of Ioaches to be abnormal.However, the roes with higher PCBs in Pengkou and Hanzhuang are obviously bigger than those with lower PCBs(T-PCBs≤0. 176μg/g)in other localities. It is suggested that PCBs have a stronger estrogenic activity on the roes of Ioaches, and the phenomenon is likely premonitory for the abnormal development of the hard roes. 相似文献
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Yu Y Schleicher N Norra S Fricker M Dietze V Kaminski U Cen K Stüben D 《Journal of environmental monitoring : JEM》2011,13(2):334-346
Systematic sampling and analysis were performed to investigate the dynamics and the origin of suspended particulate matter smaller than 2.5 μm in diameter (PM(2.5)), in Beijing, China from 2005 to 2008. Identifying the source of PM(2.5) was the main goal of this project, which was funded by the German Research Foundation (DFG). The concentrations of 19 elements, black carbon (BC) and the total mass in 158 weekly PM(2.5) samples were measured. The statistical evaluation of the data from factor analysis (FA) identifies four main sources responsible for PM(2.5) in Beijing: (1) a combination of long-range transport geogenic soil particles, geogenic-like particles from construction sites and the anthropogenic emissions from steel factories; (2) road traffic, industry emissions and domestic heating; (3) local re-suspended soil particles; (4) re-suspended particles from refuse disposal/landfills and uncontrolled dumped waste. Special attention has been paid to seven high concentration "episodes", which were further analyzed by FA, enrichment factor analysis (EF), elemental signatures and backward-trajectory analysis. These results suggest that long-range transport soil particles contribute much to the high concentration of PM(2.5) during dust days. This is supported by mineral analysis which showed a clear imprint of component in PM(2.5). Furthermore, the ratios of Mg/Al have been proved to be a good signature to trace back different source areas. The Pb/Ti ratio allows the distinction between periods of predominant anthropogenic and geogenic sources during high concentration episodes. Backward-trajectory analysis clearly shows the origins of these episodes, which partly corroborate the FA and EF results. This study is only a small contribution to the understanding of the meteorological and source driven dynamics of PM(2.5) concentrations. 相似文献
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结合工程实际采用水解酸化-SBR工艺处理制药废水,处理水量为2 000 m3/d。SBR对CODcr的处理率稳定在92.2%~95.8%间,平均为94.23%,对氨氮的去除率在82.7%~97.6%,平均去除率达到90.73%。水解酸化-SBR稳定运行后,系统出水各项指标均达到国家《污水综合排放标准》(8978-1996)二级排放标准。运行结果表明,SBR运行最佳参数为:曝气时间8小时,污泥负荷控制0.23~0.28(kg CODcr/kg MLSS.d),温度26℃~30℃。该工艺用于处理高浓度制药废水效果稳定,耐冲击负荷高。 相似文献