吉林省夹皮沟金矿带几个重要地质问题的讨论

夹皮沟金矿带位于吉林省东南部桦甸地区。自1820 年发现以来,已累计探明黄金地质储量150 吨左右。该金矿带位于中朝古板块北缘东段与布列亚-佳木斯地块南缘的碰撞对接部位附近。区内发育5 条平行的NW 向含矿构造带,其北端均以锐角交汇于挥发河断裂。有别于前人的研究成果,本文提出夹皮沟金矿带恰好位于高级区与夹皮沟花岗-绿岩带的接触部位,形成以夹皮沟金矿化带为中心的矿化分带。夹皮沟金矿带为中生代成矿,夹皮沟NW 向弧形构造片理化带及其上盘扇状断裂系控制着金矿床的分布。在主要NW 构造带之间,还存在一系列与之平行的次级构造,它们与扇状断裂的交汇点及扇状构造系中的横向应力集中带是金矿化定位的有利部位。     

Semisupervised heterogeneous ensemble for ship target discrimination in synthetic aperture radar images

Ship detection using synthetic aperture radar (SAR) plays an important role in marine applications. The existing methods are capable of quickly obtaining many candidate targets, but numerous non-ship objects may be wrongly detected in complex backgrounds. These non-ship false alarms can be excluded by training discriminators, and the desired accuracy is obtained with enough verified samples. However, the reliable verification of targets in large-scene SAR images still inevitably requires manual interpretation, which is difficult and time consuming. To address this issue, a semisupervised heterogeneous ensemble ship target discrimination method based on a tri-training scheme is proposed to take advantage of the plentiful candidate targets. Specifically, various features commonly used in SAR image target discrimination are extracted, and several acknowledged classification models and their classic variants are investigated. Multiple discriminators are constructed by dividing these features into different groups and pairing them with each model. Then, the performance of all the discriminators is tested, and better discriminators are selected for implementing the semisupervised training process. These strategies enhance the diversity and reliability of the discriminators, and their heterogeneous ensemble makes more correct judgments on candidate targets, which facilitates further positive training. Experimental results demonstrate that the proposed method outperforms traditional tri-training.     

夏半年热带太平洋中部型海温异常与热带印度洋海盆模对同期中国东部降水的共同影响

利用1961—2013年NCEP/NCAR再分析资料和Had ISST月平均海表面温度资料,分析了夏半年热带太平洋中部型海温异常与热带印度洋海盆模(Indian Ocean Basin M ode,IOBM)的特征,并研究了不同位相配置时二者对同期中国东部气候的共同影响。结果表明:1)太平洋中部型海温异常指数与印度洋海盆模指数几乎相互独立。太平洋中部型海温异常与IOBM同位相变化(记为PPNN事件)和反位相变化(记为PNNP事件)时,热带印太地区海温异常分别呈三级型和偶极型分布。2)不同位相配置对中国东部地区降水异常的影响及其影响机制存在显著差异:当发生PPNN事件时,水汽从海洋性大陆(Maritime Continent,MC)地区向江淮流域输送;热带海温异常引起大气产生Gill型响应,维持了中国东部的环流异常;M C地区通过经向三圈异常垂直环流引起江淮流域降水异常增多。发生PNNP事件时,Gill型环流响应中心西移,长江流域降水偏少,水汽辐散;同时MC地区对流层低层准定常Rossby波能传播也有利于长江流域扰动的维持。这些结果对深刻认识中国东部地区夏半年降水异常成因和印度洋/太平洋海温异常不同分布的作用具有重要意义。     

THEORETICAL ANALYSIS ON THE VERTICAL DISTRIBUTION OF PARTICLE CONCENTRATION

1 wrRonvCTIoxIn steady solid-liquid tuIbulen flows, tWo twcal pattems of particle concentration distribuhon, namelypattem I and pattem II, have been found by man investigatOI'S (e.g. Bouvard & Petkovic l985, Wang &Ni l990), as shown in Fig.l. Genend sPeaking, pattem II is conunn, and most inveshgators fOcused theirefforts on this pattem. Vedous theories such as the diffesion theory, the ndxtUre theory, the enery theory,the sindlarity theory and the stochashc theory among others have co…     

我国红宝石、蓝宝石及其包裹体

我国红宝石和蓝宝石矿床有岩浆型、接触变质型、伟晶岩和砂矿等,岩浆型为主要矿床类型。红宝石以玫瑰红为主,血红色少见;粒度一般为5mm±。蓝宝石为靛蓝色,墨水蓝罕见;粒度一般5～50mm。两者莫氏硬度为9±0.1,比重4±0.1。宝石中有晶质包裹体、熔融包裹体、流体包裹体、含子矿物多相包裹体、CH包裹体。岩浆型和接触变质型宝石中包裹体均一温度≥1380℃,压力(1～24)×10~8Pa。根据包裹体信息指出:指纹包裹体及其中CH包裹体是天然宝石的鉴别标志。宝石的颜色与亲铁元素及CH包裹体有关。星光宝石与六面针包裹体有关。     

欧洲景观生态学研究展望

随着土地利用变化的加剧以及社会经济体制的改变，欧洲传统景观生态学近切需要改革和创新。如何保持景观生态学在未来社会中的重要地位并发挥它解决实际问题的作用是摆在欧洲景观生态学家面前的迫切课题。介绍了欧洲景观生态学目前的研究热点，对未来欧洲景观生态学的发展趋势、研究框架和主要研究领域进行了展望，以期对中国景观生态不的发展有所借鉴。     

塔克拉玛干沙漠石英氧同位素与粒级关系的研究

沙漠与黄土的物源联系是黄土研究关注的问题之一。石英氧同位素可示踪物源,粒度被用以分析沉积环境,但在沙漠物源研究中将二者结合应用的报道尚不多。本文测定了塔克拉玛干沙漠沙丘沙和沙丘剖面中河湖相沉积物的粒度及不同粒级的石英氧同位素,结果显示:1沙丘沙以极细砂和细砂为主,粉砂和黏土含量很低;河湖相沉积物以粉砂和黏土为主,砂含量低于5%。2各粒级石英δ~(18)OSMOW值介于13.8‰~19.7‰,其中沙丘沙为13.8‰~19.7‰,河湖相沉积物为15.6‰~17.6‰;沙丘沙石英δ~(18)O值随粒级增大未呈现减小趋势,同一粒级石英的δ~(18)O值存在一定变异。3经比较,塔克拉玛干沙漠砂和粉砂粒级的石英δ~(18)O值均高于中国其他沙漠,且20μm的石英δ~(18)O值与黄土高原的马兰黄土、洛川黄土—古土壤序列20μm的石英δ~(18)O值并无显著性差异。     

南海文昌地区内波振幅反演研究

The field experiment is conducted from April 16,2005 to July 20,2005 at Wenchang area east of Hainan Island(19°35'N,112°E) of China.Internal wave packets are observed frequently with thermistor chains during the experiment.Meanwhile,internal waves are also detected from a synthetic aperture radar(SAR) image on June 19,2005 and several other moderate-resolution imaging spectroradiometer(MODIS) images near a mooring position.The distance between the positive and negative peaks induced by the internal wave can be obtained from satellite images.Combined with remote sensing images and in situ data,a new method to inverse the amplitude of the internal wave is proposed based on a corrected nonlinear Schr?dinger(NLS) equation.Two relationships are given between the peak-to-peak distance and the characteristic wavelength of the internal wave for different nonlinear and dispersion coefficients.Based on the satellite images,the amplitude inversion of the internal waves are carried out with the NLS equation as well as the Kd V equation.The calculated amplitudes of the NLS equation are close to the observation amplitude which promise the NLS equation a reliable method.     

Criteria of Acceptance for Constant Rate of Strain Consolidation Test for Tropical Cohesive Soil

In this study, the rapid consolidation equipment (RACE) was developed as an alternative device to the conventional consolidation test using Oedometer, consuming merely a few hours for the whole precedure to determine the consolidation characteristics of cohesive soil. RACE operates based on the constant rate of strain (CRS) consolidation theory, which is a continuous loading method of testing, requiring a good estimation of the loading rate such that it is ideal for the achievement of steady state condition during testing. The steady state condition is achieved when the c _v values from drained and undrained face of CRS converged with the c_v from Oedometer test. A slightly modification has been made on the normal constant rate of strain (CRS) test by proposing a direct back pressure system to the specimen using a tube to saturate the soil sample. This research has produced a set of criteria for determining the suitable rate for the rapid consolidation test based on the ratio of normalized strain rate, β, and proposed a new coefficient in terms of a ratio of β to clay fraction (CF), as a part of new criteria for testing a fine soil. Four types of sample were tested with different rates of strain using the RACE and their results were compared with those conducted using the Oedometer on the same soil type, from which fairly good agreements were evident in many specimens. It was found from the study that the minimum value of normalized strain rate, β, for the CRS test is 0.005 and for the u _a /σ _v ratio is suggested as 0.01. Also, the maximum β/CF for soils with clay friction lower and higher than 50 % are 0.008 and 0.001, respectively. The minimum β/CF value for both conditions is 0.0001.