印度尼西亚红土型镍矿

红土型镍矿分布在环太平洋亚热带-热带多雨地区。镍矿体产于趟基性岩上部的红土风化壳中,受地形控制明显,成因类型为红土型硅酸镍氧化矿,以褐铁矿型和腐岩型为主,矿石质量和可利用性均较好。     

基于TM的城市温度异常区分析

利用实时探空数据和单窗算法对2004年7月6日北京市TM图像进行地表温度反演，根据反演结果，采用阈值法将北京城区地表温度空间分布分为植被正常温度区、水体正常温度区、水体高温区、裸地正常温度区、建筑物低温区、建筑物正常温度区、建筑物高温区、植被建筑物混合高温区和植被建筑物混合正常温度区等9种模式。在此基础上，对水体高温区、植被建筑物混合高温区、建筑物低温区和建筑物高温区等4种温度异常区进行了实地抽样调查，详细分析了这些温度异常区形成的原因。     

Experimental Study on the Effect of Sediment Composition Ratio on Shallow Water Delta

<正>1 Introduction Shallow water delta in the middle-newborn Stratum Widely developed with huge oil and gas in China(Hu Shengwu et al.,2013).The control factors on the deltadevelopment like Climate,sea level,tectonic subsidence,sediment supply(flow,type),the geometric characteristics of the upstream river,the energy(wave,     

Investigation of the relationship between ground and engineering bedrock at northern part of the Gulf of İzmir by borehole data supported geophysical works

Loss of life and property that may occur as a result of a possible earthquake can be reduced by earthquake resistant building designs. In order to investigate possible ground motion amplification in earthquake resistant building design, relationship between the ground and engineering bedrock must be ensured. In order to provide this relation, structure, basic characteristics, and thickness of the ground are investigated. In this context, calculating ground transfer function, obtaining horizontal earthquake acceleration changes, calculating Vs values and defining the engineering bedrock are necessary. In this study, Menemen plain, the nothern part of Izmir metropolitan located in active earthquake zone and its immediate vicinity have been examined to define the structure, ground, engineering and bedrock relation. In this context, Menemen plain has been investigated by geophysical methods, which are supported with borehole data (microtremor, MASW – multichannel analysis of surface waves, microgravity measurements, and vertical electrical sounding–VES). Microtremor method was conducted at 377 points in average in the investigation area to define fundamental period and empirical transfer function; after that in order to create basin model and to define the shallow subsurface geometry, microgravity measurements were carried out by using Scintrex CG-5. Also, MASW measurements were carried out in approximately 277 profiles and Schlumberger VES measurements were conducted at approximately 7 points in the investigation area. The existence of a linear relation between H/V peak period values obtained by microtremor measurements and ground thickness in the investigation area is also supported by geothermal drilling logs (depth of 600 m) with microgravity survey. Also, in some parts of the investigation area, it was observed that high S velocity (Vs) values affected H/V peak period values in sections of the ground close to the surface and there was an inversely correlated relation between this ground thickness and peak period values. This event occurring in shallow depths is supported by both VES sections and 2nd order vertical gravity derivative. As a result, depth of the engineering bedrock was obtained between 200 and 700 m and this unit was proposed as Bornova Melange for the investigation area in the scope of the works carried out. Also, it is observed that the area from ground to the engineering bedrock consists of four different layers which were defined by individual S velocities and densities. According to all results, characterictics of the shallow subsurface show that there is a high heterogeneity. Therefore, according to Eurocode8 (EC8 2004) regulations, soil characteristic of the Menemen plain and its vicinity are in the S1–S2 soil class.     

珠江八大口门2016年枯季盐度同步观测及咸淡水混合研究

通过分析2016年枯季在珠江三角洲8个口门测站的现场同步观测盐度资料,总结了枯季八大口门同步盐度垂向分布和盐淡水混合特征。结果表明：由于八大口门的水动力条件、河口走向等不同,各口门的盐水入侵强度、盐淡水混合程度存在时空差异。其中,在盐度分布上表现为以横门为中心,向东西两侧口门,盐度逐渐递增;在层化参数分布上,总体上由横门向东分布的洪奇沥、蕉门、虎门的层化参数依次递减,横门向西分布的磨刀门、鸡啼门、虎跳门、崖门的层化参数依次递减;在一个潮周期内,盐水入侵程度、盐淡水混合强度随着潮涨潮落表现出周期性特点。盐度垂向上从上往下逐渐增大,并存在盐度拐点。一般潮汐动力越强,盐度拐点的位置越高。八大口门中,一般虎门、崖门的垂向盐度拐点位置最高;蕉门、洪奇沥、横门的垂向盐度拐点位置最低。     

随钻声波测井固井质量评价理论与数值模拟研究

大斜度井、水平井的固井质量评价需求,推动了基于随钻测井仪器的固井质量评价技术的发展.本文基于弹性波传播理论,建立柱状分层介质的套管井随钻测井模型,模拟了不同水泥胶结情况的随钻声场响应,特别是其波形特征.结果表明,套管井中随钻与电缆波形特征最大的区别在于随钻波列中存在隔声衰减后的钻铤波.特别是当水泥胶结较好时,钻铤波与套管波幅度大小相近,甚至钻铤波幅度更大,而时间域上两者波形重叠,该特点使得常规电缆声波（声幅/变密度）固井质量评价方法不适用于随钻测井环境.本文考察了不同水泥胶结程度下随钻波列中套管波幅度和衰减与胶结指数的关系,形成一种同时利用幅度和衰减的随钻声波胶结指数计算方法,为随钻声波固井质量评价提供理论指导.

     

九龙绿柱石晶体形貌研究

四川九龙绿柱石晶体形态有短柱状、板柱状、扁平板状以及板锥状晶体,晶体上出现的单形有平行双面c｜0001｜、六方双锥p｜10^-11｜、s｜11^-21｜、六方柱m｜10^-10｜、a｜11^-20｜以及复六方双锥v｜21^-31｜、n｜31^-41｜。利用微分干涉显微镜等手段,对九龙绿柱石晶体进行了形貌研究,发现｜0001｜、｜11^-21｜和｜10^-10｜面上具有丰富的表面微形貌。晶面上的六边形溶蚀丘、六边形生长丘、拉长六边形螺旋生长纹和三角生长丘体现了相应面网结构的对称性,螺旋生长纹发生束合、三角形圆化等现象均反映了环境条件的变化。     

山东半岛秋季一次脉冲风暴下击暴流观测分析

利用山东威海CINRDA/SA多普勒雷达探测资料,结合常规天气图资料、地面自动气象观测站资料等,对2018年9月8日发生在威海文登机场附近的一次下击暴流天气特征进行分析。结果表明：1)此次下击暴流天气发生在高低空一致的西北气流背景下,午后太阳辐射使得低空大气加热显著,形成了强烈的不稳定层结。2)大气层结特征呈喇叭状温湿分布,850 hPa以下接近干绝热的温度直减率,为下击暴流的发生提供了有利环境条件。3)地面辐合线为风暴单体的产生提供了动力抬升条件。4)从多普勒雷达产品上看,风暴初始回波发生在午后海风锋触发的晴空窄带回波上,通过单体间的合并加强,发展成为多单体风暴;下击暴流出现前,对流风暴回波强度及高度明显发展,成熟阶段的对流风暴伴有回波悬垂结构和三体散射特征,伴随着强反射率因子核心的持续下降,下击暴流迅速到达地面,径向速度图上存在明显的中层辐合、旋转、低层辐散的现象;5 km以上60 dBZ强反射率因子核心的下降,结合径向速度中层辐合、低层辐散特征可提前3～9 min预警下击暴流的发生。     

北秦岭构造带断裂遥感解译及其构造意义

秦岭造山带位于华北板块与扬子板块之间,造山带内发育若干条近平行的韧性剪切带和夹持其间的岩块,它们和次级断裂组成特有的构造图案。虽有后期脆性断裂的叠加,但依然可以看出这些断裂组成了具有规律性的构造图案,反映出不同的构造型式和构造活动。由于秦岭造山带山高林密,有些地段很难人力进行考察,给该区的构造研究增加了难度。为此,本文利用Google Earth软件获取高分辨率的卫星图像,对其进行影像处理和构造解译,分析了北秦岭地区的断裂构造的变形特征及组合样式,从造山带尺度研究大型断裂带的变形特征、样式图案,探求其运动方式和演化规律。