Site amplification in the Lijiang Valley, Yunnan Province

The site amplifications for three stations, Libin (LIBI), Baisha (BASH) and Yulong (YULG) situated respectively in the southern, middle and northern parts of Lijiang Valley, are obtained by analyzing the S-wave soil/bedrock and microtremor horizontal/vertical spectral ratios. The data are digital recordings for the aftershocks of the Lijiang MS=7.0 earthquake on February 3, 1996. In the frequency range of 1～4 Hz, the S-wave soil/bedrock spectral ratio of E-W component for LIBI is the largest and amounts to 4.5. The microtremor soil N-S/vertical (V) spectral ratio is approximate to 1, E-W/V is about 4.5 and the same with above soil/bedrock spectral ratio. It is shown that the vertical and N-S components of microtremor have not been amplified by the soil and the spectral ratios for BASH and YULG are further evaluated. They have similar characteristics with that of LIBI. In above frequency range, both N-S/V ratios are approximate to 1, while the E-W/V ratio is about 6 for BASH, 4.5 for YULG. Lijiang Valley is characterized by the trans-valley directional site response.     

加卸载响应比理论在张北——尚义Ms6.2级地震预测中的应用

用加卸载响应比理论对张北－尚义Ｍｓ６．２地震国卸载响应比随时间的变化进行了较详细的研究。结果表明,震前加卸载响应比有较明显的上升异常。异常出现的时间、异常幅度大小与所选择的区域有关,与所选取的震级下限有关,而且,还与发震构造和控震构造有关。异常与地震的对应关系表现为：上升异常出现,转折并恢复到正常值附近时发震。异常持续时间,短的半年以上,最长约６年左右。     

The age of continental roots

Determination of the age of the mantle part of continental roots is essential to our understanding of the evolution and stability of continents. Dating the rocks that comprise the mantle root beneath the continents has proven difficult because of their high equilibration temperatures and open-system geochemical behaviour. Much progress has been made in the last 20 years that allows us to see how continental roots have evolved in different areas. The first indication of the antiquity of continental roots beneath cratons came from the enriched Nd and Sr isotopic signatures shown by both peridotite xenoliths and inclusions in diamonds, requiring isolation of cratonic roots from the convecting mantle for billions of years. The enriched Nd and Sr isotopic signatures result from mantle metasomatic events post-dating the depletion events that led to the formation and isolation of the peridotite from convecting mantle. These signatures document a history of melt– and fluid–rock interaction within the lithospheric mantle. In some suites of cratonic rocks, such as eclogites, Nd and Pb isotopes have been able to trace probable formation ages. The Re–Os isotope system is well suited to dating lithospheric peridotites because of the compatible nature of Os and its relative immunity to post-crystallisation disturbance compared with highly incompatible element isotope systems. Os isotopic compositions of lithospheric peridotites are overwhelmingly unradiogenic and indicate long-term evolution in low Re/Os environments, probably as melt residues. Peridotite xenoliths from kimberlites can show some disturbed Re/Os systematics but analyses of representative suites show that beneath cratons the oldest Re depletion model ages are Archean and broadly similar to major crust-forming events. Some locations, such as Premier in southern Africa, and Lashaine in Tanzania, indicate more recent addition of lithospheric material to the craton, in the Proterozoic, or later. Of the cratons studies so far (Kaapvaal, Siberia, Wyoming and Tanzania), all indicate Archean formation of their lithospheric mantle roots. Few localities studied show any clear variation of age with depth of derivation, indicating that >150 km of lithosphere may have formed relatively rapidly. In circum-cratonic areas where the crustal basement is Proterozoic in age kimberlite-derived xenoliths give Proterozoic model ages, matching the age of the overlying crust. This behaviour shows how the crust and mantle parts of continental lithospheric roots have remained coupled since formation in these areas, for billions of years, despite continental drift. Orogenic massifs show more systematic behaviour of Re–Os isotopes, where correlations between Os isotopic composition and S or Re content yield initial Os isotopic ratios that define Re depletion model ages for the massifs. Ongoing Sr–Nd–Pb–Hf–Os isotopic studies of massif peridotites and new kimberlite- and basalt-borne xenolith suites from new areas, will soon enable a global understanding of the age of continental roots and their subsequent evolution.     

从正反两个角度探讨摆式波力电站的吸能机制

本文主要论述了摆式波力电站的吸能机制,提出了吸能原理,从力和作功的角度探讨了吸能的实质,分析比较了几种摆板运动方程形式之间的联系和区别。给出了波能转换效率的定义,并进一步分析了波能转换效率的组成和性质。     

水深对超浅吃水拖轮系柱拖力的影响

超浅吃水拖轮在浅海对钻井平台进行拖带和井位定位时,必须了解超浅吃水拖轮浅水系柱拖力特性,才能充分利用海潮条件和自身能力完成钻井平台的拖带和定位任务。     

珠江口海水密度的研究

用磁力浮沉子密度测量装置,在１５ ～２５ ℃之间的三个温度下测定了珠江口２０ 个水样的密度。结果表明,测定值皆高于相应条件下国际标准海水状态方程的计算值,在海水盐度范围０．０８～３３ ．４４６ ,密度平均偏差范围为２ ．４ ～５４．０ ×１０ － ３ｋｇ／ｍ３ 。测定密度和计算密度的偏差随盐度的降低而增大,与盐度的变化成直线相关：与（Ｃａ２ ＋ ）／Ｓ、ＳＯ４２ － ／Ｓ比和比碱度之间皆呈指数曲线相关。珠江口水样（Ｃａ２ ＋ ）／Ｃ１ 、ＳＯ４２ － ／Ｃ１ 和比碱度平均值分别超出大洋水平均值１７ ．８ ％ 、８ ．２１ ％ 和１５２ ％ ,其余的Ｎａ ＋ ／Ｃ１、Ｋ＋ ／Ｃ１ 和Ｓｒ２ ＋ ／Ｃ１ 比值与大洋水无明显差别,基本类同。珠江口海水的高碱度、高（Ｃａ２ ＋ ）／Ｃ１ 和高ＳＯ４２ － ／Ｃ１ 是造成其海水密度正偏差的主要因素。经计算机拟合,首次导出了珠江口海水密度的状态方程,该方程计算值与实验值的平均标准偏差为±２．５×１０－ ３ｋｇ／ｍ３ 。     

鲁西北地区鱼塘水体反射率

太阳短波辐射反射率与水体理化特性关系密切,鱼塘水体除具有一般水体反射率特性外,还与鱼塘澡浮游植物一道量存在的良好的负相关。在一定温度条件下,浮游植物的生长速度与光合有效辐射呈正相关,而随着浮游植物的增加,又降低了太阳辐射的反射效应,从而水体对光合有效辐射的吸收,随着浮游植物的增加而增加。     

岩浆型Cu-Ni-PGE硫化物矿床研究的几个问题探讨

文章简述了岩浆型Cu—Ni—PGE硫化物矿床的主要特点和研究现状,探讨了矿床的成矿机制,认为其成矿的首要条件是岩浆中硫达到饱和而使硅酸盐岩浆与硫化物熔体发生熔离。综述了如何利用同位素方法确定其成矿物质来源,介绍了如何判别硫饱和度的方法。     

巢湖四条入湖河流硝态氮污染来源的氮稳定同位素解析

采用氮稳定同位素技术对巢湖四条主要污染输入河流(南淝河、十五里河、派河和双桥河)的氮污染状况和硝态氮来源进行研究.结果表明,巢湖四条入湖河流氮污染最严重的是十五里河,其次是南淝河和派河,双桥河的污染相对较轻.硝态氮的稳定同位素分析结果表明,巢湖四条入湖河流的硝态氮污染物在季节上受到不同因子的影响.十五里河和南淝河的硝态氮污染主要来源于城市生活污水和工业废水;派河的硝态氮污染在冬季主要来源于工业废水,春季来源于农业面源,而在夏季主要受到雨水的影响;双桥河的硝态氮污染冬、春季主要来源于农业面源,夏季主要受雨水的影响.此外本研究结果还表明巢湖四条主要入湖河流的氮污染源主要为铵态氮,因此今后要对铵态氮的来源进行同位素示踪.     

Influence of cohesion on California bearing ratio of clay-gravel mixtures

An understanding of the behavior of cohesive sediment is required to solve various engineering problems such as scour around bridge elements, mitigation of soil erosion, pavement design, river bed degradation,stable channel design. Pavement foundation designers principally use the California bearing ratio(CBR)to describe the subgrade and subbase materials and their strength. Several laboratory experiments were done to study the variation in the CBR of cohesive mixtures comprised of clay-gravel m...