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排序方式: 共有182条查询结果,搜索用时 15 毫秒
71.
汪晓明 《广东海洋大学学报》2006,26(2):121-123
英语介词数量较大,用法灵活,长期以来一直是TEFL教学的一项重要内容。英语介词的语义及其语义范畴不是固定的、一成不变的,在不同的语言环境下,它们的语义范畴会呈现不同的类型特征,从语言学的角度来看,英语介词语义范畴转换具有自身的规律和特点。充分了解和掌握英语介词语义范畴转换有助于学习者更加全面、准确地理解和使用英语介词。 相似文献
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风暴潮灾害风险评估研究综述 总被引:3,自引:0,他引:3
我国是受风暴潮影响最严重的少数国家之一,风暴潮灾害致灾机理的研究在过去几十年取得了极大的进展,而风暴潮脆弱性评估和综合风险评估还不能满足风暴潮灾害风险管理的需求.系统总结了风暴潮危险性、脆弱性、综合风险评估及其应用的研究进展,重点分析了典型重现期风暴潮估计、可能最大风暴潮计算、风暴潮物理脆弱性和社会脆弱性评估以及风暴潮风险评估及其应用的研究进展及不足,并对我国风暴潮风险评估急需解决的问题以及未来的研究重点进行了展望,指出了风暴潮灾害风险评估的模型化、系统化、定量化是未来风暴潮风险评估研究的发展趋势,风暴潮灾害的未来风险评估还需考虑全球气候变化以及海平面上升等因素的影响,而风暴潮灾害承灾体脆弱性的定量评价是风暴潮综合风险评估的重点和难点. 相似文献
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《Marine Policy》2017
The Commission for the Conservation of Antarctic Marine Living Resources (CCAMLR) has been working to develop and implement a system of marine protected areas (MPAs) for over 10 years. Within CCAMLR there is a long-held belief that the area covered by the CCAMLR Convention is equivalent to a category IV protected area as defined by the International Union for Conservation of Nature (IUCN). This belief was founded upon a comparison of the central objective of CCAMLR as defined by the CCAMLR Convention with the IUCN definition of a category IV MPA. This advice was accepted by the CCAMLR Scientific Committee but to date there has not been any analysis of this advice within CCAMLR, IUCN or in the literature. This paper critically analyses that advice, and finds that the CCAMLR Convention area does not meet the IUCN definition of an MPA and thus the CCAMLR Convention Area cannot be considered equivalent to a category IV MPA. 相似文献
77.
海上某区二维地震多次波的识别和压制 总被引:3,自引:0,他引:3
多次波的识别和压制是陆上,特别是海洋地震勘探中需要解决的突出问题之一。首先结合某区二维深海地质资料,采用变偏移距叠加剖面、叠加速度谱、自相关分析和二维频率波数域等方法手段,对波场的特征、多次波的类型和性质进行了识别分析。然后,对于不同类型的多次波匹配地选择预测反褶积、频率波数域滤波和加权混波等方法加以压制。发挥各自方法的优点,实现了多种方法的整体综合优化,达到最大限度地压制多种类型多次波的目的。较好的实际压制效果表明上述工作思路和处理方法是有效可行的。 相似文献
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Zoltn Püspki Szilrd Szab Gbor Demeter Katalin Szalai Richard W. McIntosh Lszl Vincze Gbor Nmeth Imre Kovcs 《Geomorphology》2005,71(3-4):424-436
This paper focuses on the question of whether there is a deterministic connection between the slope gradient and unconfined compression strength (UCS) as a lithological factor and on describing the nature of this connection. Moreover, the authors determined the sensitive statistical parameters in the statistical surface analyses. The surface analyses were carried out in an area extending over 1500 km2 in northern Hungary and containing parts of the uplifted Palaeozoic and Mesozoic basement and the semi-consolidated material of the Palaeogene and Neogene molasse sediments.The 67 geological formations of the area were grouped into 10 petrophysical categories characterised by unconfined compressive strength as a petrophysical parameter. The geological database was the digitalized geological map of North Hungarian Region (1 : 100 000). The digital topographic database was based on 10 m contour lines of 1 : 50 000 maps, the digital elevation model was generated by kriging interpolation. Three topographic models were created with resolutions of 25 × 25, 50 × 50 and 100 × 100 m per pixels.Evident correlation can be shown between the UCS and the relative frequency of the slope gradient. The adequate regression procedure is the power regression for low slope category values while logarithmic regression is applicable at high slope angles. Based on the characteristic of the relationship and the value of r2, slope category intervals can be identified the relative frequency of which is proven to be determined by the UCS. These intervals are found to be between 4–10%, 10–16%, 16–22%, 22–44% and over 44%.Using the determination equations of slope gradient between 4–10% and over 44%, the UCS of the bedrock can be calculated approximately as the average value of the two calculated results. So the quotient of the frequency of these two category intervals can be regarded as an important morphometric index for a given bedrock.From the aspect of petrophysical characteristics, the rock with UCS between 6 and 86 MPa were proven to be deterministic for the slope development i.e. in the determination of the slope category frequencies. Applying the relative frequency of slope gradients a relative erosion resistance of the petrophysical categories can be calculated.Considering the determination coefficients, among the statistical parameters of the distribution of slope category values the standard deviation, mode, mean and median proved to be determined by the UCS of the bedrock. 相似文献
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