南图尔盖盆地Aryskum坳陷钾盐的测井响应特征及其分布

钾盐作为战略资源,在农业、工业等领域具有重要的使用价值。世界大多数固态钾资源发现于大规模的石油勘探过程中,充分利用各种油气地质、地球物理资料开展钾盐勘探对于国家发展尤为重要。位于哈萨克斯坦的南图尔盖盆地地质构造简单、资源勘探潜力较大。文中以南图尔盖盆地Aryskum坳陷为研究区块,基于其沉积地质特点,结合多口井的常规测井资料及前人研究成果,综合分析自然伽马、自然电位、三孔隙度等测井曲线的响应特征,含钾层段具体表现为自然伽马异常高值,并通过无铀伽马曲线等排除铀、钍元素影响,扩径使得中子值偏高,自然电位异常幅度由砂岩层的负异常变化为正异常,电阻率值偏高,密度值介于2.25~2.45 g/cm³,声波时差在270~350 μs/m范围内。基于含钾层测井曲线特点,利用测井曲线综合识别法、重叠法、交会图法进行研究区钾盐识别。在研究区30余口井中发现有可溶性钾盐层分布,分布在M-Ⅱ-3、M-Ⅱ-2小层底部,其中M-Ⅱ-3层底部为主要钾盐层段,并对各井含钾层段累计厚度进行统计分析。最后,借助地层对比分析含钾层段在横向和纵向上的展布情况,通过等厚图的绘制开展了找钾有利区分析,拓展了测井资料在南图尔盖盆地钾盐勘查中的应用,进而为今后研究区钾盐找矿提供重点方向。     

The Relationship between Deterministic and Ensemble Mean Forecast Errors Revealed by Global and Local Attractor Radii

It has been demonstrated that ensemble mean forecasts, in the context of the sample mean, have higher forecasting skill than deterministic(or single) forecasts. However, few studies have focused on quantifying the relationship between their forecast errors, especially in individual prediction cases. Clarification of the characteristics of deterministic and ensemble mean forecasts from the perspective of attractors of dynamical systems has also rarely been involved. In this paper, two attractor statistics—namely, the global and local attractor radii(GAR and LAR, respectively)—are applied to reveal the relationship between deterministic and ensemble mean forecast errors. The practical forecast experiments are implemented in a perfect model scenario with the Lorenz96 model as the numerical results for verification. The sample mean errors of deterministic and ensemble mean forecasts can be expressed by GAR and LAR, respectively, and their ratio is found to approach2~(1/2) with lead time. Meanwhile, the LAR can provide the expected ratio of the ensemble mean and deterministic forecast errors in individual cases.     

屈曲约束支撑滞回曲线模型和刚度方程的建立

针对屈曲约束支撑,本文根据其反复荷载作用下的滞回特征,提出了一种滞回模型,并建立了屈曲约束支撑的弹塑性刚度方程。根据这种模型编制程序模拟绘制了屈曲约束支撑的滞回曲线,将模拟计算曲线与试验所得曲线进行对比,对比结果表明本文所提模型是准确、有效的。     

水成相沉积物细颗粒石英光释光综合生长曲线的建立与应用

选择中国不同地区的冲洪积相等水成相沉积物样品,根据其简单多片再生法(SMAR)测量数据建立了细颗粒石英光释光信号的综合生长曲线(Standardised growth curves,SGC)。对未知年龄的水成相沉积物细颗粒石英样品,通过测量其天然光释光信号和试验剂量响应信号,并利用上述SGC方程可计算出其等效剂量值。将此值与简单多片再生法(SMAR)测量结果相比较,统计得出对于天然等效剂量为12~65Gy的样品,其误差可达19%;对于天然剂量>65Gy的样品,其误差更大;对于等效剂量<12Gy的样品,最大误差也达25%。实验表明,应用这个SGC估计未知年龄样品的等效剂量值范围,再对样品采用简单多片再生法(或单片再生法)进一步测量,可大大节省测量时间     

探地雷达宽角反射图形拟合方法

探地雷达共中心点(CMP)法仅用于局部速度测试,为使用宽角反射法进行剖面探测,可固定一个雷达天线而将另一个天线沿测线移动,从而获取整个地质界面的反射信号.本文提出宽角反射剖面探测方法,基于平直岩层界面导出其反射信号的关系式,并开发出解释软件,可精确计算岩层几何参数和层速度,从而进行地质分层.     

基于空间公平理论的公共交通服务评价——以深圳市为例

使用空间无关的公平性衡量指数评价公交服务时,会忽视公交服务需求与供给的空间分布特征.为解决此问题,论文提出基于空间公平理论的公交服务评价框架,即通过构建综合基尼系数与莫兰指数的空间公平评价方法,实现整体尺度公交服务评价;通过对分析单元上相对需求与相对供给变量的匹配关系、空间差距进行分析,实现局部尺度公交服务评价,对整体...     

普强高性能混凝土受压应力-应变全曲线试验研究

通过普强高性能混凝土和普通混凝土的应力-应变全曲线试验研究,得到一系列应力-应变曲线。对普强高性能混凝土和普通混凝土的立方体抗压强度与棱柱体抗压强度的关系、棱柱体抗压强度与峰值应力所对应应变的关系及棱柱体抗压强度与初始弹性模量的关系进行了分析。结果表明,虽然普强高性能混凝土的力学性能与普通混凝土的力学性能存在一定的差别,但主要力学性能还是相似的。说明在不改变混凝土的力学性能的基础上通过对普通强度混凝土原材料的优选和配合比的优化能够提高混凝土的耐久性能。     

基于渔获群落多样性指标的深水流刺网渔具作业性能分析

根据在东海区开展的3种型深水流刺网选择性试验数据,对3种型深水流网渔获组成、多样性及渔获性能进行了分析比较研究。结果表明:(1)本次试验共捕获33种渔获物,包括鱼类28种、头足类3种、甲壳类2种,其中3种型刺网均捕获种类8种;(2)3种型刺网优势种存在差异,日本方头鱼和黄鲷为共同优势种;(3)3种型刺网捕获种类多样性指数(D值、H’值、J’值)均不存在显著性差异(P>0.05),但渔获种类差异明显,3种型刺网两两比较种类Sorensen相似度均低于50%;(4)同型刺网相邻网目尺寸Bray-Curtis相似性较高,随着网目间距增加,相似度逐渐减低,以重量和尾数计算的相似性基本趋于一致;(5)3种型刺网随网目尺寸的增加(50～70mm),其W统计值(-0.113～0.040)总体上呈现依次增大的趋势,干扰程度逐渐较低。从生态多样性保护角度,增大网目尺寸是目前保护东海区底层生物多样性最有效的方式之一。     

Experimental study on wide-shallow composite bucket foundation for offshore wind turbine under cyclic loading

As an appropriate type of foundation for offshore wind turbines (OWTs), wide-shallow composite bucket foundation (WSCBF) is cost-competitive, and it has a unique and special substructure that comprises seven internal rooms arranged in a honeycomb-like structure. In this study, the cyclic behavior of WSCBF for OWTs embedded in saturated clay was investigated using a large-scale model subjected to lateral cyclic loading. The responses of foundation under constant- and various-amplitude cyclic loadings were recorded in terms of displacements, rotations, and bending moments. The variations in stiffness and damping were obtained, and a collaborative bearing mechanical model between the bucket and soil was considered, which was beneficial for improving the stiffness of the whole structure. Accumulative deformation was found to have little effect on the bearing capacity of the foundation. Dynamic analysis in frequency domain was further performed on both moment and rotation data, and the complex, frequency-dependent impedance was also studied.     

磁浮交通试验线压力管道直线度的测量方法研究及应用

目前,国内外对于磁浮交通真空压力管道直线度测量问题的研究较少。本文结合西南交通大学在建的真空磁浮高速列车试验装置,提出了一种真空压力管道直线度测量方法。该方法在管道内建立高精度=维控制网,依据三维控制网测量采用圆曲线拟合方法确定各节管道的圆心坐标,并采用直线拟合方法分析整个管道的直线度。最后依据上述方法编制程序对实测数据进行了处理分析,验证了方法的可行性和正确性,可为今后真空磁浮压力管道的建设提供技术参考。