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中国阿尔泰造山带花岗岩Pb同位素组成特征:幔源成因佐证及陆壳生长意义

为进一步对阿尔泰造山带花岗岩进行物源示踪研究,本文选择几个较典型的同造山和后造山不同类型的花岗岩以及相伴生的基性岩进行长石Pb同位素的测定。结果显示花岗岩206Pb/204Pb范围为17.997~18.921,平均值为18.269;207Pb/204Pb范围为15.460~15.599,平均值为15.528;208Pb/204Pb范围为37.661~38.262,平均值为37.954;其μ值为9.19~9.71,集中于9.30~9.60,与典型的壳源花岗岩明显不同。在源岩判别图解上,主要落在洋岛玄武岩和岛弧玄武岩的范围内,所有点远离上地壳、下地壳和深海沉积物,其源区性质类似于洋岛玄武岩和岛弧玄武岩,与花岗岩同时代的伴生基性岩Pb同位素也具有相似的特征,说明两者可能具有相似的物源特征,即幔源组分。这与报道的Sr、Nd同位素的特征相一致,进一步证明阿尔泰花岗岩具有幔源组分。这种特点与其他造山带(如华南、喜马拉雅)明显不同,显示阿尔泰花岗岩的特殊性。该研究从另一个侧面证明中亚造山带存在一定规模的显生宙陆壳生长。     

1998年冬春季粤港赤潮爆发海区异常高SST成因分析

根据海洋站、气象站的观测资料和历史文献,较系统地分析了1998年冬春季粤港发生大规模赤潮期间广东沿海海表水温（SST）变化特点及异常高SST的原因。结果表明,1997年4月至1998年6月,月平均SST呈准同步变化趋势。赤潮大爆发期间各站的季平均海表水温距平（SSTA）为1．1℃～1．5℃,达到异常高SST标准。其中月平均SSTA达1．5℃-2．0℃。SSTA有两个明显峰期分别出现于1997年12月-1998年1月和1998年4-5月。异常高SST的主要原因是全球气候变暖,受强EI Nino影响、冬季风异常弱、南海高压持续偏强。     

鹤岗地震台形变观测数据特征分析

整理鹤岗地震台多年形变观测资料,分析观测数据中较为明显的突跳、台阶等数据畸变出现的原因,结合观测环境、仪器故障、人为因素、同震阶跃等影响因素,讨论数据畸变特征,使地震台站人员在日常形变资料分析处理中,能够快速识别数据异常原因,为分析地震前兆异常数据提供参考。     

Experimental Research on Dynamic Shear Modular Ratio and Damping Ratio of Sandy Gravel Soil

The dynamic shear modulus ratio and damping ratio of sandy gravel are important parameters for the seismic response analysis of valley geomorphic sites,which have an important impact on the determination of design ground motion parameters. In this paper,the dynamic triaxial test of sandy gravels has been performed based on the project of the Shangluo Seismic Microzonation. Combined with the other results of sandy gravel,the recommended results of slightly dense,medium dense and dense sandy gravel were obtained. By building the typical site model,the influence of the dynamic shear modulus ratio and the damping ratio uncertainty on the seismic response of the site is studied. The results show that the uncertainty of the average of the dynamic shear modulus ratio and the damping ratio ± 1 times the standard deviation has little effect on the peak acceleration of the sandy gravel site,and the rationality of the grouping and statistical results is explained. Under different probability levels,the change in the shear modulus ratio and damping ratio leads to a significant difference in the high frequency response spectrum.The response spectrum of 0. 04-0. 1s ranges from about 20%,but it has little effect on the long period spectrum of more than 1. 0s. The study of dynamic shear modulus ratio and damping ratio of sandy gravel has the ability to improve the reliability of the designing ground motion parameters.     

Characterization of horseshoe vortex in a developing scour hole at a cylindrical bridge pier

Since local scour at bridge piers in rivers and estuaries is a major cause of bridge failure, estimation of the maximum local scour depth is of great importance to hydraulic and coastal engineers. Although numerous studies that focus on scour-depth prediction have been done and published, understanding of the flow and turbulence characteristics of the horseshoe vortex that drives the scour mechanism in a developing scour hole still is immature. This study aims to quantify the detailed turbulent flow field in a developing clear-water scour hole at a circular pier using Particle Image Velocimetry (PIV). The distributions of velocity fields, turbulence intensities, and Reynolds shear stresses of the horseshoe vortex that form in front of the pier at different scour stages (t=0, 0.5, 1, 12, 24, and 48 h) are presented in this paper. During scour development, the horseshoe vortex system was found to evolve from one initially small vortex to three vortices. The strength and size of the main vortex are found to increase with increasing scour depth. The regions of both the maximum turbulence intensity and Reynolds shear stress are found to form at a location upstream of the main vortex, where the large turbulent eddies have the highest possibility of occurrence. Results from this study not only provide new insight into the complex flow-sediment interaction at bridge piers, but also provide valuable experimental databases for advanced numerical simulations.     

龙门山中北段流域地貌特征及其构造意义

龙门山中北段位于青藏高原东缘,该区作为高原向东扩展的前缘部位,其地形与河流水系的演化记录了高原隆升与挤压扩展及其气候环境效应的各种信息。龙门山中北段构造活动有明显差异,从中段逆冲为主转化为北段的走滑为主,本文采用定量化地貌参数从构造地貌的角度揭示了区域构造活动的差异。龙门山中北段地貌因子（坡度、地形起伏度和条带状剖面）的阶梯状分布特点,显示了高原扩展的逆冲推覆特征,在中央断裂处构造抬升作用最强,同时显示出了南北向构造活动减弱的趋势,由中段的逆冲转换为北段逆冲兼走滑的形式。北川-映秀断裂两侧流域的HI值也显示了断裂上盘高、下盘低、沿走向减弱的趋势。综合分析认为,本区构造活动是地貌演化的主控因素,龙门山中北段地形存在差异,北川-映秀断裂两侧的小流域地貌指数分析显示,构造抬升活动自南向北减弱,中段以逆冲为主,北段为逆冲兼走滑。     

Observed Near Inertial Waves in the Wake of Typhoon Linfa(2015) in the Northern South China Sea

This study examined the characteristics and vertical propagation of near inertial waves(NIWs) induced by Typhoon Linfa(2015), based on in situ observations conducted southeast of Dongsha Islands in the South China Sea. The results demonstrate that the near inertial currents induced by Linfa had velocities up to 35 cm s-1 in the mixed layer and 20 cm s-1 in the ocean interior. The near inertial currents were polarized with predominantly clockwise-rotating components, the magnitudes of which were about 10 times larger than the counter-clockwise rotating components. The energy density spectrum showed that the emergence of NIWs resulted in energy redistribution from the diurnal band to the near inertial band. The wavenumber spectrum and the downward/upward current decomposition demonstrated that the NIWs and energy flux propagated mainly downward. The estimated vertical phase velocity and group velocity are 1.44 and 0.48 m h-1, respectively, corresponding to a vertical wavelength of 49.7 m. The e-folding time scale was 7.5 d based on the near inertial kinetic energy in the ocean interior. We found no obvious wave–wave interaction during the decay process of the NIWs. The frequency was blue-shifted, being 0.03 f0 higher than the local inertial frequency, which was caused by the background vorticity. The normal mode analysis suggests that the higher mode plays a dominant role in the propagation stage of the NIWs.     

基于RS的辽河口三角洲现代沉积体形态演变研究

辽河口是渤海重要的入海口之一,河口拦门沙浅滩发育。文章利用20世纪40年代、50年代军用地图和70年代以来Landsat系列卫星MSS、TM、OLI遥感影像,通过人工解译与水边线相结合的方法来提取海岸线和拦门沙浅滩形态信息,分析近70年来辽河口三角洲现代沉积体的形态演变。结果表明,近70年间,辽河口海岸线受河流沉积影响不断向海淤进,80年代以来,由于人类活动的影响使得海岸线变迁愈加显著;口门处小型拦门沙浅滩始终受河流和海洋水动力作用而频繁变动;盖州滩位置和主体形态无较大变化,仅滩体南部因受海洋动力改造而变化明显。     

大凌河与辽河入海口沉积物黏土矿物组成研究

采用X射线物相分析,对大凌河和辽河13个表层沉积物样品和4个柱状样中168个现代沉积物样品的主要黏土矿物含量组成进行分析。研究结果表明:大凌河沉积物黏土矿物组合为蒙脱石-伊利石-高岭石-绿泥石,辽河沉积物黏土矿物组合为伊利石-蒙脱石-绿泥石-高岭石。大凌河沉积物中蒙脱石与伊利石百分含量比值多大于1,而辽河沉积物该比值都小于1,且通过ISKc端元图能较清晰地区分两类沉积物,黏土矿物可以作为两条河流沉积物的判别标志。大凌河流域和辽河流域均以物理风化为主,辽河流域物理风化略强。流域内地质背景和气候条件等因素的差异造成了两条河流沉积物黏土矿物组成的不同。