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81.
极震区震后泥石流物源特征研究 总被引:1,自引:0,他引:1
汶川地震后,极震区产生了大量的崩滑堆积体、震裂岩体及震动松弛覆盖层,极震区震后泥石流物源的产生及汇集方式发生了极大的变化,但缺乏震后特殊条件下动储量的计算方法。在实际调查统计"5·12"极震区安县高川乡多条泥石沟物源的基础上,总结了极震区震后泥石流的形成过程及启动方式。分析得出,震后泥石流物源量与沟域面积、高程放大效应、断层运动方式、地质岩性条件及地形条件等因素有关,其中沟域面积、沟顶高程及沟道与发震断裂的距离为主控影响因子。在此基础上,提出了"地震高程指数放大经验模型";通过多元统计拟合法首次得出了震后泥石流动储量与流域面积、高差的计算关系,并通过地震距离修正得出极震区震后泥石流的动储量计算公式,为震后泥石流动储量估算及工程治理提供参考。 相似文献
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本文简述了清洁生产的概念与国外清洁生产的概况,评述了国内工业生产的现状及推行清洁生产的潜力和前景,并提出了一些有益建议。 相似文献
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Heavy metals associated with reduced sulfur in sediments from different deposition environments in the Pearl River estuary, China 总被引:3,自引:0,他引:3
Distribution of acid volatile sulfur (AVS) and the simultaneously extracted metals (SEM: Cu, Pb, Zn, Cd, Ni) in sediment profiles has been studied at five sites in Pearl River estuary, China. Of the five sampling locations, Nos.1 and 2 are in the middle shoal, Nos.3 and 4 in the west shoal and No. 5 locates to the south of the estuary. The AVS content in the sediments of the middle shoal varies in a small range (0.25–4.06 μmol g−1), while that of west shoal increases with depth from 0 to ultimately 26.09 μmol g−1. The SEM concentration in the sediment profiles at location Nos. 1, 2 and 5 is generally in the range of 0.95±0.2 μmol g−1 with a slight upward increase, while that in the sediment of west shallows are much higher (1.43–2.42 μmol g−1) with a significant upward increase, especially in the upper layer of ca. 15 cm. The observed upward increase of SEM content at all the sites implies that heavy metal contamination of sediment in the Pearl River estuary is increasing. Calculations of the excess heavy metal content which is defined by SEM-AVS molar difference suggests that the upper sediment in the Pearl River estuary, especially on the west shallows, could be a source of heavy metal contaminants and may cause toxicity to the benthos. The site-specific distribution patterns in the AVS and SEM profiles were interpreted according to the hydrogeochemistry of deposition environments. 相似文献
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In this paper, we used the continuous time random walk (CTRW) framework to characterize the transport process in 1250-cm long one-dimensional homogenous and heterogeneous soil columns at the experiments conducted by Huang et al. [Huang, K., Toride, N., van Genuchten, M.Th., 1995. Experimental investigation of solute transport in large, homogeneous and heterogeneous, saturated soil columns. Trans. Porous Media. 18, 283-302]. The transport process was also simulated by using the advection-dispersion equation (ADE) and the spatial fractional advection-dispersion equation (FADE) for comparison. In the homogeneous soil column, the non-Fickian behavior is found at the distances less than 1000cm with beta values larger than 1.60, but less than 2, and Fickian form transport is obtained at distances larger than 1000cm with beta values larger than 2. In the heterogeneous soil column, we found the most anomalous behavior at distances from 200cm to 700cm with beta values ranging from 0.894 to 0.958, and non-Fickian transport process is observed at distances larger than 800cm with beta values in the range between 1 and 1.3. More significant non-Fickian behavior is found for transport in the heterogeneous soil column than that in the homogeneous soil column. The CTRW fits to the breakthrough curves (BTCs) have lower values of root mean square error (RMSE) and higher values of determination coefficient (r(2)), with respect to the fits of ADE and FADE. The CTRW model also is better captures the full evolution of BTCs, and especially their tails. 相似文献
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简要地介绍了安徽淮南某矿回采工作面发生的1起重大冒顶事故,从地质、技术、装备、管理以及认识等方面分析r事故发生的原因,并提出了防治顶板事故的6项措施。 相似文献
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