基于奇异值分解法的核磁测井解谱算法

核磁测井资料的处理与解释是核磁测井技术的关键,也是其应用的难点所在。介绍了利用奇异值分解法对回波串进行处理,求得最小二乘意义下的最优解,进一步得到关于孔隙度分布的T2谱。并利用T2分布谱对实际地层进行分析,区分油、气、水层。     

火山岩天然气藏地质储量参数的确定方法

大庆油田东部深层某井区火山岩气藏岩性复杂、储层参数计算以及流体性质识别困难。根据岩性组合规律建立火山岩解释模型,对深层的火山岩测井资料进行处理与解释。联合使用成像测井分析结果、岩性分类和多井对比等方法,提高了测井解释精度和解释符合率。计算的孔隙度、饱和度和渗透率为提交天然气地质储量提供了基础参数。     

吉林东部花岗岩区地下水化学成分及其对岩石风化作用的制约

在吉林东部花岗岩区地下水化学成分和化学类型研究的基础上,以Na作为参比元素,确定了花岗岩风化过程中22种主量元素和微量元素的相对活动顺序。花岗岩区地下水的地球化学类型属低矿化度(变化范围为69.51×10-6~386.49×10-6,平均值为199.48×10-6)的HCO3-Ca和HCO3-Na-Ca型。花岗岩风化过程中元素的活动性顺序(RM)从大到小依次为:B、Ca、Mo、Zn、Sr、Na、Mg、Cr、Cu、Ni、K、Co、Li、V、As、Ba、Si、Y、Fe、Ti、Al、Mn。风化产物中的粘土矿物主要为高岭土、蒙脱石,反映出本区花岗岩的风化淋滤程度较弱的特点。     

基于MODIS IMAPP-SPA大气数据产品反演方法

研究了MODIS IMAPP-SPA通过MODIS Aqua和Terra的L1B直接广播数据获得MODIS L2大气产品的具体步骤。分析了MODIS IMAPP-SPA算法集的应用机制和修改方法。对MODIS L2大气产品进行了比对分析,验证了MODIS IMAPP-SPA在大气处理中的应用效果。     

基于SMO的德惠农电信息管理系统的设计与开发

将GIS技术应用于传统的电力管理系统中,利用GIS管理空间数据的特点,实现GIS对电力系统的海量空间信息数据的管理,提高电力系统的生产效率、效益以及管理质量。结合德惠农电GIS系统的设计与开发工作,利用SuperMap Objects(SMO)专业软件开发平台,进行了系统的数据库和功能模块的设计与开发。     

济阳坳陷老斜452井介形类化石及其地层意义

在对济阳坳陷老斜452井的古生物分析中,发现穴状女星介(相似种)Cypridea(Cypridea)cf.cavernosa、蒙阴女星介C.(C.)mengyinensis等介形类化石,说明该地区发育了白垩纪地层。济阳坳陷中生代地层的细分主要是依据区域岩性、电性及孢粉化石等地质资料,但白垩系的岩性、电性与上下地层相似,且化石稀少,缺乏充足的古生物资料,因此难以系统、准确地划分。老斜452井发现介形类化石给济阳坳陷白垩系的细分提供了重要的古生物学依据,为该区的深入研究提供了翔实的基础资料。     

利用地震资料进行古地形恢复方法研究及应用

在讨论分析地质方法进行古地形恢复方法的基础上,研究了利用地震资料进行古地形恢复的技术方法。针对古地形恢复的几个技术关键问题:等时基准面的选取、压实校正系数的求取及差异构造校正进行讨论分析。综合利用各种基本地质成果,同时结合古构造、现今构造特点等,确定出研究区背景校正经验系数为0.2。就研究的方法对实际研究区目的层段进行了古地形的恢复。     

准噶尔盆地腹部侏罗系层序地层特征

准噶尔盆地腹部地区主要目的层侏罗系埋藏深,构造形态简单,岩性油气藏是主要的油气藏类型。综合利用腹部地区钻井和地震资料,建立起了该地区侏罗系三级层序地层格架,把侏罗系划分为6个三级层序(Sq1—Sq6)。研究认为,与具坡折带陆相断陷湖盆层序模型相比,准噶尔盆地腹部地区侏罗系层序形成于坡折带不发育或异常平缓的古地理背景下,因而其形成的层序特征也表现出独有的平缓地形特点,且突出表现为不整合面全盆范围内分布,无法依据坡折带划分低水位体系域,水进体系域厚度薄等特点。受古地形起伏、古气候条件等古地理因素不同的影响,该6个层序形成于3种不同的古地理沉积背景中:潮湿气候平缓斜坡背景(Sq1、Sq2、Sq4)、潮湿气候缓斜斜坡背景(Sq3)、干旱气候平缓斜坡背景(Sq5、Sq6),相应地表现出不同的层序特征。     

SHRIMP U-Pb Zircon Age of the Ka''erjiao Intrusion in the Sawur Region in West Junggar,Xinjiang

Acid intrusions are widespread in the Sawur region, Xinjiang. The Ka'erjiao intrusion is mainly composed of albite granite porphyry, K-feldspar granite porphyry, ivernite and granite porphyry. Being a transitional product between magma intrusion and eruption in the Sawur region, the Ka'erjiao intrusion was formed at the telophase of the late Carboniferous to the begining of early Permian as determined by the SHRIMP U-Pb zircon dating, with an age of 302.6±7.6 Ma (1σ). The intrusion consists of alkali-enriched rock, whose REE distribution patterns are of the LREE enrichment type, theδEu value is low and Nd, Sr, Pb isotopes reflect its mantle source characteristics. Theδ18O value of intrusion is low as a result of isotope exchange with meteoric water. The geochemical characteristics show that it was formed in a post-collisional tectonic setting. Taking combined considerations of current studies of A-type granites and Permian volcanic rocks, we think that in the telophase of the late Carboniferous to the beginning of the early Permian, the Sawur region was within the extension or compressional to extensional period of a post-collisional stage. The Ka'erjiao intrusion from mantle sources can confirm the vertical continental crust growth in the late Paleozoic. The Sawur region in west Junggar is consistent with east Junggar in post-collisional tectonic evolution process.     

Dynamic performance of cable-stayed bridge tower with multi-stage pendulum mass damper under wind excitations—Ⅱ: Experiment

The possibility of using a multi-stage pendulum mass damper (MSPMD) to control wind-induced vibration of a single column tower of a cable-stayed bridge during construction was studied theoretically in part I of this work. In this paper, the performance of the MSPMD for reducing bridge tower vibration is studied experimentally. A MSPMD model and a tower model of the bridge with geometry scaling of 1:100 were designed and manufactured. Calibration of the MSPMD model with different wire lengths is conducted to verify the analytical model of the damper. A series of tests for the uncontrolled freestanding tower, tower with cables, and tower with MSPMD model are then performed under harmonic and white noise excitations. The experimental results show that the responses of the tower model signif icantly decrease with the installation of the MSPMD model, which demonstrates the effectiveness of the MSPMD to mitigate the vibration of the bridge tower.