胶东昆嵛山花岗岩的特征、成因及其与金矿的关系

昆嵛山花岗岩是牟平—乳山金矿成矿带的围岩，在其成因和定位时代上长期存在争议。本文对岩体地质和地球化学特征进行了系统研究，并就岩体成因及其与金矿的关系进行了讨论。作者认为，昆嵛山花岗岩是在中生代由岩浆缓慢冷凝结晶形成的大型复式岩基，并非交代成因。它由垛崮顶片麻状花岗闪长岩（１４７Ｍａ）、八门邹家斑状花岗闪长岩（１３５Ｍａ）、瓦善—水道弱片麻状二长花岗岩及五爪山片麻状含榴二长花岗岩（１２０Ｍａ）组成，成分具贫铝富碱的特点。岩浆来源于中下地壳中酸性变质火山岩系部分熔融形成的岩浆，其形成温度为６５０—７５０℃。岩体经历了韧性和脆性变形作用，不同方向的片麻状构造是岩浆结晶期韧性变形作用的结果。脆性变形形成的断裂和破碎带是本区主要的导矿和容矿构造。花岗岩定位、韧和脆性变形作用与金矿成矿作用有十分密切的关系     

近地表隐伏断层地震波场响应特征与初至波成像应用研究

近地表隐伏断层直接影响工程安全施工。通过构建浅覆盖层下方陡立界面断层数值模型,分析近地表隐伏断层地震波场的传播与转换规律。通过工程实测数据验证了数值模拟波场响应特征的可靠性,并利用初至波走时层析成像技术对地下介质波速进行成像。研究结果表明：(1)初至波转换形成的断点绕射波具有1频率升高、速度突变的特点,可清晰指示测区内断裂带的存在,可作为现场数据采集时断层的直观反映;(2)工程实测中通过原始波形到时、频率信息可初步判断断层的存在,基于射线追踪的初至波层析成像结果与后期钻孔揭露情况基本吻合,说明初至波层析成像在浅层地震勘探中的实用性;(3)接收测线排列内布设震源的方式,两侧震源延拓距离短,无需额外为震源激发提供场地,在工程施工中具有经济、快速、高效的特点,可作为野外复杂地表条件地下浅层结构探测的有效观测系统使用。     

内蒙古巴彦淖尔市一次强降水过程诊断分析

运用常规气象资料和自动站实测资料,从低涡系统的演变规律及物理机制等方面对2010年9月6-9日发生在内蒙古巴彦淖尔市一次强降水过程进行诊断分析.结果表明:此过程是在中高纬稳定的大尺度环流背景下,由地面气旋、低涡和副热带高压共同作用下产生的,东移的冷空气与西南暖湿气流在巴彦淖尔市上空交绥是造成此次强降水的主要原因.充足、稳定的水汽输送和较强的水汽辐合,为此次强降水提供了充足的水汽条件.高空强烈的辐散,通过抽吸作用引起低层强烈的辐合,从而促使垂直上升运动增强,是此次降水天气发生的动力.500 hPa层以上大气层结稳定,阻挡暖湿空气向上输送,促使不稳定能量在500 hPa层以下积累,为此次强降水发生提供了足够的能量条件.850 hPa偏东风暖湿气流受阴山的阻挡和抬升,降水量增加,而山后降水量减少.乌拉山与白云查汗山形成狭长山谷,边界层东风气流穿过,狭管效应有利于此地风速增大,将大量的水汽输送到巴彦淖尔市上空.     

秦皇岛地质环境综述

通过大量野外调查和对已有成果的分析,发现该地区地质环境破坏严重,并有恶化的趋势.该地区主要地质环境问题包括地质灾害、水环境污染、海水入侵和海岸蚀退,多数为人为因素引发,自然灾害是次要灾害.最后针对不同的地质环境问题提出综合保护建议.     

库车坳陷克拉2气田异常流体压力演化史

根据克拉2气田现今实测地层压力分析了异常高压发育的特征,并通过流体包裹体测试求取包裹体形成时期的古压力。计算结果表明:下白垩统和古近系库姆格列木群砂岩储层在距今8～6Ma(康村组沉积期末)时,古压力系数大致为1.09～1.18,发育过剩压力为4.6～9.6MPa的异常高压。在此基础上,以古、今压力数据为约束条件,利用数值模拟技术定量恢复出下白垩统与侏罗系异常流体压力的演化历史。研究发现:下白垩统储层流体压力经历了沉积型异常流体压力形成发展(白垩纪-库车组沉积期末)和沉积型异常流体压力萎缩—构造挤压型异常流体压力孕育(库车组沉积期末至今)两个阶段。康村组沉积早期沉积型超压开始出现,库车组沉积期末达到顶峰,过剩压力达40～50MPa;此后,在沉积型超压萎缩—构造挤压型超压孕育过程的耦合下,过剩压力曾降至25～30MPa,更新世起超压略有升高。侏罗系流体压力演化较为简单,吉迪克组沉积期开始出现超压,至库车组沉积期末达到高峰,此后异常高压逐渐萎缩。在克拉2气田的主要成藏时期(距今3～1Ma),烃源岩较储层具有更高的异常压力,源—储压力差为10～30MPa。     

黄渤海底层盐度预报方法的研究

根据二维流体动力学方程和深度平均盐度扩散方程在河口径流量以及蒸发和降水之差为已知情况下构成的闭合方程组,预报出深度平均盐度,然后利用底层盐度与深度平均盐度、水深和时间(月)之间的经验关系,给出底层盐度的二维预报。为了检验试报结果的可靠性,文中将黄渤海底层盐度的试报结果(1979年7月11日,时效为3d)与标准断面观测资料(7月4—14日观测,124.5°E以西,共104站)作一粗略比较。比较表明,试报结果与实测值的相关系数为0.96,均方误差为α=0.26,绝对误差小于0.2和0.3的站数分别占总站数的63.5％和77.0％,而总均绝差为0.19。由此可见,试报的效果是令人满意的。     

Seasonal and spatial variation in abundance and egg production of Paracalanus parvus (Copepoda: Calanoida) in/out Jiaozhou Bay, China

The spatial distribution of stage-specific abundance and reproduction of the copepod Paracalanus parvus were studied from October 2005 to September 2006 in the Jiaozhou Bay. This copepod occurred continuously in this bay throughout the year. The species reached the lowest abundance in April and peaked in June. From October to December, distribution center mainly occurred in offshore water and at the mouth of the bay. In winter, early copepodites and adults gradually decreased and till February, most of the population was only comprised of CIV–CV stages. Overwintering copepodites matured in March and males tended to mature before female. From May to September, each stage occurred in the population and gradually reached high abundance. Temperature and chlorophyll a (Chl-a) concentration in the three stations can't clearly explain the seasonal variation in stage-specific abundance, so we surmised the important effect of the Yellow Sea. Egg production rate (EPR) reached its lowest in winter and peaked in June at 60.8 eggs female⁻¹ day⁻¹ in nearshore water. In the warming period, EPR in nearshore water was statistically higher and EPR > 10 eggs female⁻¹ day⁻¹ lasted longer than that in offshore water, showing the importance of nearshore water for recruitment of P. parvus. Our study showed that EPR was positively related to temperature and total chlorophyll a in offshore water and mouth of the bay. In nearshore water, the relationships between EPR and temperature and Chl-a in three size fractions were not the same as those in offshore water, suggesting complicated ecosystem in such a eutrophic area in warming period.     

超浅海风暴潮的数值模拟(一)——零阶模型对渤海风潮的初步应用

由我国北方的寒潮或冷空气所引起的渤海风潮,按文献的分析,该属于“超浅海风暴潮”类型.以渤海风潮为例,按超浅海风暴潮理论进行数值计算,不仅对该理论是一有力的检验,且对探讨渤海风潮的机制和预报也是一个有益的参考. 将冷锋所造成的大风风场重现在计算网格上,在现场海面风资料极度贫乏的情况下,显然是一较难的课题.本文仅就发生渤海风潮时,渤海上空风场的几个主要力学特征,设计了几个理论模式风应力场,对渤海风潮进行了数值计算,以期获得全过程概貌及主要特征.计算结果达到了这一预期目的.     

External seismic stability of vertical geosynthetic-reinforced soil walls using pseudo-static method

Analysis of external stability of vertical geosynthetic-reinforced soil (GRS) walls is very important in the seismic prone zone. The scope of this paper is to obtain required minimum reinforcement length, L _min, for external seismic stability of vertical GRS walls by pseudo-static limit equilibrium method. Then, L _min can be calculated to resist sliding, eccentricity, and bearing capacity failure modes. The parameters considered include both horizontal and vertical seismic coefficients (k _h and k _v ), surcharge load (q), wall height (H) and the properties of retained backfill, GRS, and foundation soil. Results show that L _min against sliding failure mode, L _min,S , increases more quickly than that against the other two failure modes with the increase in k _h , q, or unit weight of retained backfill, γ _b , while L _min,S decreases more quickly than that against the other two failure modes with increase in friction angle of retained backfill, ? _b , or unit weight of GRS, γ _r . For the different failure modes, the effect of k _v on L _min is not identical with the change of k _h , and in addition, L _min/H will tend to remain unchanged with the increase in H. In general, L _min against bearing capacity failure mode, L _min,BC, is larger than L _min against the other two failure modes. However, L _min,BC will be less than L _min against eccentricity failure mode, L _min,E , for k _h exceeding 0.35, or friction angle of foundation soil, ? _f , exceeding 37°, and L _min,BC will also be less than L _min,S for friction angle of GRS, ? _r , being no more than 26°.     

承德地震前兆台网数据跟踪分析

简要介绍承德地震前兆台网2014—2017年数据跟踪分析工作,对常见典型干扰事件进行分类统计,分析影响制约承德前兆台网观测数据质量的主要因素,为进一步提高数据分析能力与观测资料质量提供有效的技术参考及应对措施。