转换横波阻抗的求取     

孙歧峰  白清云 《物探与化探》2011,35(1):93-96

 随着我国陆上石油勘探程度的不断提高,单纯利用纵波信息已经很难再满足当前油气勘探的要求。笔者借鉴纵波阻抗的推导过程,对转换横波阻抗的公式进行了详细的推导,分析了转换横波阻抗公式中的关键参数,并通过转换横波阻抗以求取岩石密度,而由密度参数求取的含气饱和度可以指示储层的含气性。  相似文献   

Deep-water carbonate concentrations in the southwest Pacific     

Helen C. Bostock  Bruce W. HaywardHelen L. Neil  Kim I. CurrieGavin B. Dunbar 《Deep Sea Research Part I: Oceanographic Research Papers》2011,58(1):72-85

We have compiled carbonate chemistry and sedimentary CaCO₃% data for the deep-waters (>1500 m water depth) of the southwest (SW) Pacific region. The complex topography in the SW Pacific influences the deep-water circulation and affects the carbonate ion concentration ([CO₃2−]), and the associated calcite saturation horizon (CSH, where ??_calcite=1). The Tasman Basin and the southeast (SE) New Zealand region have the deepest CSH at ∼3100 m, primarily influenced by middle and lower Circumpolar Deep Waters (m or lCPDW), while to the northeast of New Zealand the CSH is ∼2800 m, due to the corrosive influence of the old North Pacific deep waters (NPDW) on the upper CPDW (uCPDW). The carbonate compensation depth (CCD; defined by a sedimentary CaCO₃ content of <20%), also varies between the basins in the SW Pacific. The CCD is ∼4600 m to the SE New Zealand, but only ∼4000 m to the NE New Zealand. The CaCO₃ content of the sediment, however, can be influenced by a number of different factors other than dissolution; therefore, we suggest using the water chemistry to estimate the CCD. The depth difference between the CSH and CCD (??Z_CSH−CCD), however, varies considerably in this region and globally. The global ??Z_CSH−CCD appears to expand with increase in age of the deep-water, resulting from a shoaling of the CSH. In contrast the depth of the chemical lysocline (??_calcite=0.8) is less variable globally and is relatively similar, or close, to the CCD determined from the sedimentary CaCO₃%. Geochemical definitions of the CCD, however, cannot be used to determine changes in the paleo-CCD. For the given range of factors that influence the sedimentary CaCO₃%, an independent dissolution proxy, such as the foraminifera fragmentation % (>40%=foraminiferal lysocline) is required to define a depth where significant CaCO₃ dissolution has occurred back through time. The current foraminiferal lysocline for the SW Pacific region ranges from 3100-3500 m, which is predictably just slightly deeper than the CSH. This compilation of sediment and water chemistry data provides a CaCO₃ dataset for the present SW Pacific for comparison with glacial/interglacial CaCO₃ variations in deep-water sediment cores, and to monitor future changes in [CO₃2−] and dissolution of sedimentary CaCO₃ resulting from increasing anthropogenic CO₂.  相似文献   

长江口及邻近海域表层水体溶解氧饱和度的季节变化和特征   总被引：3，自引：0，他引：3  

卢勇  李宏亮  陈建芳  金海燕  陈法锦  高生泉  王奎  王文亮  白有成 《海洋学研究》2011,(3):71-77

根据“908”ST04区块调查的夏、冬、春、秋季四个航次和“908”补充调查的8月航次资料对长江口及邻近海区表层水体溶解氧及其饱和度进行了探讨.研究表明东海北部表层水体在夏季和春季以浮游植物光合作用为主要控制过程,特别是7、8月份长江口外、杭州湾外及浙江近海存在大范围的强光合作用区;秋季以有机质氧化分解过程为主,表层溶...  相似文献   

饱和砂土液化研究现状及展望     

边静  汪茜  陶勇  孙亚红  郑百功 《吉林地质》2013,(4):132-133

通过多年的研究,人们对饱和砂土液化有了很深的认识。在Seed简化法,剪切波速法和标准贯入试验等判别的方法的研究方面也取得了很多的成果。本文主要介绍了我国广泛应用的标准贯入试验的方法,以及应用数值方法如何更好的判断场地的抗液化性。提出应用室内的微型贯入试验来判断饱和砂土液化的展望。  相似文献   

多极子随钻声波测井波场模拟与采集模式分析   总被引：16，自引：9，他引：7       下载免费PDF全文

王华  陶果  王兵  李卫  张绪健 《地球物理学报》2009,52(9):2402-2409

应用三维非均匀交错网格有限差分程序模拟了多极子随钻声波测井的波场,考察了硬地层中单极子随钻声波测井响应及软地层中声源频率对多极子随钻声波测井的影响;计算了接收阵列波形的时域相干谱及频散特征,结果表明随钻测井仪器居中时,在硬地层中可以直接利用单极子声系得到地层横波速度,但地层纵波受到钻铤波的极大干扰.而在软地层中可以利用单极子声系直接测得地层纵波速度,但地层横波速度则需要使用工作在较低频率下的四极子随钻声波仪来测得,此时测井频段又会落入钻井噪声频带而受到影响.为此本文提出数值模拟手段结合物理实验的方法得到钻铤波的影响,在实际测井中通过信号处理方法而不是用在仪器本体上刻槽的方式来更完全地消除钻铤的影响.为了避免钻井噪声的影响,本文提出六极子随钻声波仪更适合软地层的横波测量.本文用数值实验结果来说明这些方法的可行性.  相似文献   

核磁共振测井T_2cutoff确定方法及适用性分析   总被引：4，自引：1，他引：3       下载免费PDF全文

肖亮  肖忠祥 《地球物理学进展》2008,23(1):167-172

T2cutoff是核磁共振测井中的一个重要参数,它决定了核磁共振测井测量的有效孔隙度、渗透率、自由流体饱和度、束缚水饱和度等参数的精确程度.目前国内外普遍选取的T2cutoff为:砂泥岩储层取33ms,碳酸盐岩储层取92ms.实际研究发现T2cutoff应是变化的量而并非单一值.简单的运用单一的T2cutoff来计算各种地层参数势必会产生误差甚至得出错误的解释结论.叙述了33ms作为T2cutoff的由来及其不合理性,同时分析了目前国内外确定T2cutoff的各种方法及其适用性.  相似文献   

Numerical experiments for the conductive properties of saturated rock     

《中国科学D辑(英文版)》2008,(Z2)

The reservoir evaluation as a key technology in oil exploration and production is based on the electrical transport property (ETP) of saturated rock that is described in a mathematical form with Arhcie’s equa-tion. But there have been increasing cases observed in many researches indicating that the ETP is non-Archie especially for the complex reservoir with low porosity and permeability. In this paper,the numerical experiments based on the Lattice Boltzmann method (LBM) have been employed to study the effect of porous structure and fluids on the ETP for revealing the nature of non-Archie phenomenon in micro-scale. The results of numerical experiments have proved that the saturation exponent n is a function of water saturation and porosity instead of being a constant in Archie’s equation. And then,a new formula has been developed for the EPT through combining the result of numerical simulation with that of laboratory measurements. The calculations from the new formula show very good agreement with laboratory measurements to demonstrate the efficiency of the new formula over the conventional methods in non-Archie rock.  相似文献   

非饱和粉质粘土固结压缩特性及体变试验研究   总被引：2，自引：0，他引：2  

吴丽君  蒋关鲁  李安洪  梁栋 《现代地质》2009,23(3):559-563

为进一步研究与基质吸力相关联的非饱和土固结压缩特性,扩展非饱和土固结理论在工程实际中的适用性,通过分析非饱和粉质粘土水土特征曲线变化规律,对非饱和土固结变形机理进行研究。试验结果表明：非饱和土的最终沉降量仅与土骨架的压缩模量有关。对于不同饱和度的非饱和土而言,固结速度随初始饱和度的增加而减小,饱和土固结过程所需要的时间比非饱和土固结过程所需要的时间短。由于孔隙流体的压缩性导致高饱和土体的瞬时沉降比低饱和土体的瞬时沉降小,但高饱和土体的后期固结沉降受饱和度和吸力的影响,比低饱和土体要大得多。   相似文献   

杭州地铁储气砂土的渗气性试验研究   总被引：3，自引：1，他引：2  

王勇  孔令伟  郭爱国  田湖南  秦建设 《岩土力学》2009,30(3):815-819

浅层气地质灾害对工程的影响日益受到重视,认清储气土层的气渗透特性是采取积极有效工程措施防治灾害影响的基础。以杭州地铁所遇的储气砂为研究对象,利用自制的渗气性量测装置对其进行了系统的试验研究。结果表明：地铁工程所遇的浅层气储气砂层属渗透性极好储层,渗透率达2 960×10-3 ?m2;砂土中气渗透规律符合达西定律;饱和度较低时,含水率的增加对砂土的渗气性影响很小;随着饱和度的增加,气渗透性逐渐减弱,在饱和度大于80 %后,渗气系数急剧减小直至完全不透气;饱和度的变化相对于干密度对储气砂土的渗气性影响更为显著。  相似文献   

复杂应力路径下流体饱和砂岩本构模型     

田斌  卢应发  邵建富 《岩土力学》2007,28(Z1):58-62

高孔隙率砂岩在不同围压及被不同流体（水及油）饱和时表现出不同的应力-应变特性及不同的破坏过程。复杂应力路径下油和水饱和砂岩的力学试验表明,存在某一临界围压,随着围压的增加,饱和砂岩从以压剪破坏为主,逐渐转变为以孔隙坍塌破坏为主的破坏机制。通过力学试验结果的分析,以两种破坏理论对油和水饱和砂岩的破坏特征进行了力学解释,并应用经典塑性力学的盖帽模型建立了相应的本构模型,应用非线性有限元法进行了数值验证,研究结果表明,提出的模型与试验资料吻合良好,能较好地模拟复杂应力路径下油和水饱和砂岩的破坏机制及模拟注水采油引起的砂岩附加沉降。  相似文献