青藏高原东北部共和盆地风成沉积地球化学特征及其揭示的气候变化

通过对共和盆地东部风成沉积的地球化学分析,并结合14C和OSL年代,重建了区域末次盛冰期以来气候变化过程。21 ka BP之前气候寒冷偏湿,21～15.82 ka BP为末次盛冰期(LastGlacial Maximum,LGM),气候极为寒冷干燥;15.82～9.5 ka BP气候转暖且偏干,其中14.5～13.6ka BP和11.9～9.5 ka BP气候明显冷干,分别为老仙女木时期(Oldest Dryas,OD)和新仙女木时期(Younger Dryas,YD),而15.82～14.5 ka BP和13.6～11.9 ka BP(BФlling-AllerФd暖期,B/A)相对温暖;9.5～7.2 ka BP暖湿程度明显提高,7.2～5.1 ka BP气候波动频繁,相对冷干和相对暖湿多次更替。5.1～2.7 ka BP暖湿程度基本稳定,之后气候趋于寒冷但湿度明显较大。这些气候变化过程与青藏高原大量的古气候信息记录具有良好的一致性,表明共和盆地气候变化与青藏高原气候变化的高度一致性。     

潜孔锤钻进技术在山东抗旱打井施工中的应用

利用空气潜孔锤钻进技术进行水井施工是一种有效施工工艺,在效率上比以往的普通岩心钻机有大幅度提高。结合国土资源系统援鲁抗旱打井的实践,介绍了空气潜孔锤钻进技术在应急抗旱打井中的应用,体现了潜孔锤钻进的优越。     

内蒙古霍各乞铜多金属矿床原生晕地球化学特征及深部成矿远景评价

通过系统采集内蒙古霍各乞铜多金属矿区第7、-9勘探线上11个钻孔的岩石、矿石样品,绘制原生晕剖面等值线图,建立垂向元素分带序列,结合该矿床指示元素的变化特征,对钻孔深部隐伏矿进行了预测。该矿床成矿元素组合为Cu-Pb-Zn,前缘晕由Hg、Sb、Cd组成,尾晕以W、As、Sn为特征。该矿床处于倒转向斜的倒转翼,元素的垂向分带序列大部分为反向分带。垂向分带和指示元素的变化特征说明矿床具有多期多阶段反复叠加的特点,第7勘探线至少存在2期含矿流体,钻孔ZK702、ZK830、ZK726、ZK817深部可能有盲矿体。     

渤海湾盆地黄骅坳陷孔南地区古近系孔店组二段物源分析*

根据重力异常资料、地震资料,综合运用重矿物法、碎屑岩类分析法并结合砂体展布特征,基本明确了黄骅坳陷孔南地区孔店组二段的物源区位置及来源方向。区域布格重力异常场从宏观上勾绘出了孔南地区地势的起伏状况,对物源分析具有重要参考意义。在研究区湖盆周缘都发育砂体,在各物源口的砂体展布规律在平面上表现为呈扇形展布的特征,宏观上指示了物源的涉及范围。盆外下切沟槽能大致确定研究区周缘各物源口位置,前积反射结构也能指示出存在物源供给的地区。重矿物以锆石、电气石、金红石、石榴石、磁铁矿为主,不同的物源区具有不同的重矿组合特征,其变化规律指示了碎屑物质的搬运方向和搬运途径。碎屑岩组分以长石为主,其次为石英,岩屑含量较低,主要为岩浆岩岩屑,岩屑类型指示了物源区母岩类型主要为岩浆岩。该区孔店组二段沉积时期在东南、西南、西北、东北4个方向上都存在物源,进一步可识别出乌马营、叶三拔、舍女寺等10个子物源,它们共同控制了孔南地区孔店组二段沉积时期砂体的形成和分布,形成多物源环湖盆分布的特征。     

Application of Spatial Database in Quantitative Analysis of Litho-Paleogeography—A Case Study of a Middle Ordovician Sequence Interval in the Ordos Basin

In the study of sequence stratigraphy and litho-paleogeography,quantitative analysis,precise calculation and detailed comparison of tremendous geological data,such as field profiles,logging records and seismic curves from different areas,are the basic requirements.In order to obtain a more reliable and precise result,this paper presents a novel method that combines spatial database analysis with the single-factor mapping technology to establish sequence stratigraphical succession and to map the Ordo-vician litho-paleogeography of the Ordos Basin,one of the largest oil-gas bearing basins in North China Platform.By using this method,all of the related basic geological data can be quantitatively analyzed and effectively managed.Various attributes of the ba-sic stratigraphic units and their characters,such as sequence thickness,penecontemporaneous dolostone content,shallow water parget content,and terrigenous material content,can be fully utilized statistically in facies analysis and in mapping.Based on this analysis,this paper has be exerted single-factor isopachous mapping quantitatively for each of the Ordovician sequences in the ba-sin,and finally synthesized multiple factors to reconstruct the litho-paleogeography for each of the sequence intervals.The study shows that the proposed method is quite effective and has a much higher resolution in recognizing litho-paleogeographic subunits compared with traditional ways.For example,in one of the Middle Ordovician sequence intervals(SQ19 in the Lower Majiagou Formation) of the Ordos Basin,the authors have successfully developed a mathematical formula to divide the distribution of various facies units substantially,such as old lands,submarine uplifts,supratidal zones,intertidal zones and subtidal zones.     

空中三角测量中WuCAPS的应用

通过WuCAPSGPS加密方案与传统方案的比较,阐明了WuCAPSGPS加密方案在减少野外工作量,缩短成图周期方面的重要意义.     

HBCORS省内区域分中心建设研究

加快区域分中心的建设,是确保湖北省连续运行卫星定位服务系统（简称HBCORS）稳定高效运行的重要因素。从湖北省实际情况出发,客观分析了湖北省现有参考站实际情况及面临的困难后,制定了一系列的区域分中心建设原则,并在此原则上,对省内区域分中心进行了有序布设,对各区域分中心在系统维护方面的主要职责进行了详细划分。     

Diagnostic Analysis of the Quasi-Balanced Flow of a Mesoscale Vortex During the 12 June 2008 Guangxi Rainstorm

By using the high-resolution observation data and MM5 model simulation data, the analysis on the 12 June 2008 Guangxi flash-flood rainstorm shows that the associated major mesoscale weather system of this event is a quasi-stationary mesoscale vortex, which resulted from the interaction between the midlatitude synoptic-scale waves in the westerly belt and the low-latitude warm-moist flow under the terrain effect. The genesis, development, and movement of the mesoscale vortex have significant impacts on the intensity and persistence of the severe precipitation from the Guangxi flash-flood rainstorm. This vortex is characterized by the coexistence of strong vorticity and divergence with the same order of magnitude. Well organized, deep, and moist convection was observed for a long period of time, and was produced by the interaction between the mesoscale vortex and the gravity waves. The latter was generated by the terrain effect and the ageostrophic effect of high winds in the low-level jet. According to the quasi-balanced dynamical theory, quasi-balanced flow must have existed in the mesoscale motions with both divergent and rotational winds. Thus, based on the diagnosis of the quasi-balanced flow, the PV-ωinversion method is employed to analyze the organized moist convection. The results show that 50%-70% of the vertical circulation in the rainstorm areas was quasi-balanced, so the quasi-balanced flow could well reflect features of the strong vertical motions associated with the coexistence of vorticity and divergence during this event.     

Seismic failure modeling of concrete dams considering heterogeneity of concrete

Study on the failure process of high concrete dams subjected to strong earthquakes is crucial to reasonable evaluation of their seismic safety. Numerical simulation in this aspect involves dynamic failure analysis of big bulk concrete dam subjected to cyclic loading. The Rock Failure Process Analysis (RFPA) proposed by C.A. Tang, with successful applications to failure modeling of rock and concrete specimens mainly subjected to static loading, is extended for this purpose. For using the proposed model, no knowledge on the cracking route needs to be known beforehand, and no remeshing is required. Simulation of the whole process of elastic deformation, initiation and propagation of microcracks, severe damage and ultimate failure of concrete dams in earthquakes with a unified model is enabled. The model is verified through a shaking table test of an arch dam. Finally a practical gravity dam is employed as a numerical example. Considering the uncertainty in ground motion input and concrete material, typical failure process and failure modes of gravity dam are presented. Several small cracks may occur due to tension particularly at dam neck, dam faces and dam heel, and a few of them evolve into dominant ones. Relatively smaller earthquake may cause damage to the dam neck while a bigger one may bring on cracks at lower parts of the dams. Cracking at the dam bottom may incline to a direction almost perpendicular to the downstream face after propagating horizontally for a certain distance when the shaking is strong enough.