基于GPU并行加速的叠前逆时偏移方法

为了提高复杂地下介质的成像精度和偏移算法的计算效率,提出可高效对地下复杂构造进行准确成像的GPU加速叠前逆时偏移方法.该方法采用双程声波方程进行波场延拓,突破倾角限制,借助于高阶有限差分方法实现叠前逆时偏移成像;利用GPU(Graphic Processing Unit)并行加速技术对波场延拓和成像进行计算,相比于传统算法,其计算效率有较大提高,可以解决叠前逆时偏移算法计算量过大问题;在获取波场信息过程中,也采用随机边界条件,实施以计算换存储策略,解决逆时偏移计算中的海量存储问题.模型测试结果表明,该方法能够高效和高精度地对地下复杂地质体成像.     

Zn上的k次不可约多项式与k阶Carmichael数

设n是合数,如果对一切f（x）∈Zn[x]都满足f（x）nk≡f（x）mod（n,r（x））,那么就称n是模r（x）的k阶Carmichael数,这里r（x）是Zn[x]上的k次首一不可约多项式,用Ck,r（x）表示所有这种数的集合,并且定义Ck=Ur（x）Ck,r（x）.k阶Carmichael数,当k=4时,已证明了n=pq,p,q是不同的奇素数,p2-1,q3-1均整除n4-1,则n∈C4.主要目的是将k=4时得出的结论推广到k≥4的一般情形,利用孙子定理,通过构造Zn上的首一k次不可约多项式f（x）的方法,得出：在k≥4时,设n=pq,如果k=2m,m≥2,pm-1,q2m-1-1均整除nk-1,则n∈Ck;如果k=2m＋1,m≥2,pm-1,pm＋1-1,q2m-1均整除nk-1,则n∈Ck.     

衡水冀16井水位异常变化调查与分析

衡水冀16井水位2014年10月27日突升之后并维持在高值变化,在高值变化的同时出现多次阶升阶降变化形态。此井井深为1700.41米,突升幅度为0.0588m,以前从未出现过上述情况,该异常变化是否是前兆异常?为了确定异常性质,从供电系统、观测仪器、对比观测、环境干扰等方面进行调查和分析,最终排查出是泄流口排水池堵塞造成水位变化,不是地震前兆异常,对异常变化机理进行初步分析,为判断水位异常变化积累了经验。     

危机矿山接替资源勘查实践——以安庆铜矿为例

总结了国家危机矿山接替资源勘查项目在安庆铜矿的工作实践,强调了接替资源勘查的重要性和科学性。简介了在现有矿山范围找矿勘查工作的一般原则和方法步骤,并取得了初步勘查成果。     

帷幕灌浆中三序变两序施工的工效及成果比较

在选定的试验区内同时分两序和三序进行施工,以确定帷幕灌浆两序施工的合理性,并与三序施工进行工效及成果对比。     

γ-氨丙基三乙氧基硅烷(APTES)与高岭石层间表面羟基的嫁接反应机理

采用γ-氨丙基三乙氧基硅烷(APTES)对不同有序度高岭石的层间表面羟基进行嫁接反应。应用XRD、FTIR、热分析、元素分析等表征手段对产物进行分析。结果表明:高岭石经过二甲基亚砜(DMSO)预插层后,可与APTES反应得到嫁接产物。在相同反应温度下,由于不同有序度高岭石中的DMSO插层分子脱嵌速率不同,导致嫁接产物在嫁接程度上具有明显差异:有序度高,其嫁接程度高;反之,则嫁接程度低。     

Postbuckling of shear deformable stiffened anisotropic laminated cylindrical shell under axial compression

A postbuckling analysis is presented for a shear deformable anisotropic laminated cylindrical shell with stiffener of finite length subjected to axial compression. The material of each layer of the shell is assumed to be linearly elastic, anisotropic and fiber-reinforced. The governing equations are based on a higher order shear deformation shell theory with von Kármán-Donnell-type of kinematic nonlinearity and including the extension/twist, extension/flexural and flexural/twist couplings. The ‘smeared stiffener’ approach is adopted for the beam stiffeners. This arrangement allows the beam stiffeners to be assembled directly into the global stiffness matrix. The nonlinear prebuckling deformations and initial geometric imperfections of the shell are both taken into account. A singular perturbation technique is employed to determine the buckling loads and postbuckling equilibrium paths. The numerical illustrations concern the postbuckling response of perfect and imperfect, grid, axial, ring stiffened, and unstiffened shells. The results confirm that there exists a compressive stress along with an associate shear stress and twisting when the anisotropic shell is subjected to axial compression. The postbuckling equilibrium path is unstable for the moderately thick cylindrical shell under axial compression and the stiffened shell structure is imperfection-sensitive.     

Effect of slowly varying drift forces on the motion characteristics of truss spar platforms

Spar platform has been regarded as a competitive floating structure for deep and ultra deep water oil and gas production. In this paper, an efficient methodology has been developed to determine the slow motion responses of slender floating offshore structures due to wave forces. Based on this methodology, a MATLAB program named ‘TRSPAR’ was developed to predict the dynamic responses in time domain and it was used in this study to obtain the numerical results of a typical truss spar platform connected to sea bed using nine taut mooring lines. The difference frequency forces were calculated using the principles of the extension of Morison equation for an inclined cylinder and the wave kinematics were predicted using hyperbolic extrapolation. Mooring lines were modelled as nonlinear springs and their stiffness was obtained by conducting the static offset simulation. Because of the lack of detailed calculations in literature, most of the equations used were derived and presented in this paper. The effects of the different sources of the second order difference frequency forces were compared for inertia and drag forces in terms of response spectra. To validate the TRSPAR code, its results were compared to results of a typical truss spar model test.     

西秦岭铅锌矿床的层控多样性与岩相、Ⅱ级构造单元控矿

通过系统归纳西秦岭铅锌矿床的赋矿地层、Ⅱ级构造单元控矿事实认为,矿床的层控多样性在矿田域表现为时控和岩相控矿,层、相、位控矿模式在矿田具有普遍性;在更大的区域上则主要表现为岩相和Ⅱ级构造单元控矿。板内环境下的拉张和陆内叠覆环境下的具走滑性质的俯冲分别形成了热水沉积型和沉积改造型铅锌矿床;沉积成矿期盆地的裂陷程度及改造成矿期沿深断裂活动的岩浆作用决定了铅锌矿床产出的Ⅱ级构造单元。控矿因素的地球化学表征为铁族元素、亲硫元素与亲石元素三位一体产出。     

交叉偶极子声测井多频率反演地层三阶弹性常数和地应力研究

基于声弹性理论,本文详细论述了利用交叉偶极子多频率相速度反演地层三阶弹性常数和地应力的理论及信噪比对反演结果的影响.定性和定量分析表明在速度应力方程中,不含三阶弹性常数项与含三阶弹性常数项相比对速度的影响可以忽略,由此只利用一次测井资料同时反演地应力和三阶弹性常数是一个严重病态的问题或一个不确定性问题.针对不同的反演模型,详细考察了信噪比对各自简化模型和精确模型反演结果的影响.数值模拟结果表明,利用一次测井采用精确模型反演全部四个参数方法受信噪比影响严重.而利用不同流体压力下的测井资料进行反演时可以采用简化模型取代精确模型以便简化计算和提高反演速度,因为简化模型和精确模型有着几乎相同的精度;同时,分步反演的方法可以较好地反演出原位地应力及三阶弹性常数.