逆冲推覆带储层波阻抗反演方法研究

由于在逆冲推覆带上主要发育逆冲断层,其上下盘层位重叠严重、由根部至顶部倾角变化大,影响储层建模的精度。针对这一问题,笔者以三维地震资料为基础,结合钻井资料,利用波阻抗反演技术实现逆冲推覆带的储层预测与评价。波阻抗反演的关键步骤是初始波阻抗模型的建立。通过上下盘分开、将断层转换为层位并与地层层位相融合的建模方法,有效提高了逆冲推覆带初始波阻抗模型的精度;采用上、下盘分开反演方案进行波阻抗反演;利用体融合的方法完成波阻抗反演。经已钻井验证,运用该方法进行的波阻抗反演准确度较高,为逆冲推覆带储层预测和目标评价奠定基础。     

稀疏反演求解基追踪降噪问题的地震谱分解方法

谱分解描述为一线性反演问题,由于该问题欠定性,需使用稀疏反演算法,然后将该问题转化为基追踪降噪问题(BPDN),引入谱投影梯度(SPGL1)稀疏反演算法提高反演谱分解(ISD)分辨率,并进一步研究其潜在优势。结果表明:基于基追踪降噪问题的反演谱分解方法 (ISD-BPDN)在烃类检测中有更高的时频分辨率,分层更准确,精细地指示了烃类的存在。     

南海文昌地区内波振幅反演研究

The field experiment is conducted from April 16,2005 to July 20,2005 at Wenchang area east of Hainan Island(19°35'N,112°E) of China.Internal wave packets are observed frequently with thermistor chains during the experiment.Meanwhile,internal waves are also detected from a synthetic aperture radar(SAR) image on June 19,2005 and several other moderate-resolution imaging spectroradiometer(MODIS) images near a mooring position.The distance between the positive and negative peaks induced by the internal wave can be obtained from satellite images.Combined with remote sensing images and in situ data,a new method to inverse the amplitude of the internal wave is proposed based on a corrected nonlinear Schr?dinger(NLS) equation.Two relationships are given between the peak-to-peak distance and the characteristic wavelength of the internal wave for different nonlinear and dispersion coefficients.Based on the satellite images,the amplitude inversion of the internal waves are carried out with the NLS equation as well as the Kd V equation.The calculated amplitudes of the NLS equation are close to the observation amplitude which promise the NLS equation a reliable method.     

沙脊沙波泥沙数学模型的研究

在剪切水流条件下,基于水沙两相流动量方程,推导出描述海底沙脊沙波内在演变规律的基本方程。将此方程与二维浅水环流方程、波浪折射-绕射方程进行耦合,建立大范围海区平面二维波、流、泥沙数学模型,并结合海区实际观测水文地质、潮汐、波浪、泥沙资料进行模型验证。通过对比分析发现,数值模拟值与实测站位观测值二者吻合较好,表明了模型的可靠性。应用此模型对东方1-1气田穿越的大范围海底沙脊沙波在相应海动力条件下的移动规律及演变趋势进行定量预测,结果显示,随着时间的推移,沙脊沙波移动距离逐年递增,但发展变化趋势基本稳定。     

Two-Dimensional Numerical Analysis of the Subgrade Improved By Stone Columns in the Soft Soil Area

Based on the vertical equal strain assumption, there are many consolidation theories of soft soil incorporating vertical drains. Because the influence of many factors is often ignored and the flow of the pore water usually happens in three-dimensional directions, analytical solutions could not be accurate enough. Because of the amount of computer storage and the computing time needed, two-dimensional finite element analysis is used to model the stone column improving the soft foundation. The embankment load is transferred to a column because of the soil arching effect. When the embankment is constructed, the settlement accounts for 64% of the total settlement, which shows that the column can reduce the post-construction settlement. The stone column's bulge is confined to a length about one to two times the diameter of the stone column away from its top, and the column at the toe would bears the shear stress to some extent.     

Parameterization of sheared entrainment in a well-developed CBL. Part I: Evaluation of the scheme through large-eddy simulations

The entrainment flux ratio A _e and the inversion layer (IL) thickness are two key parameters in a mixed layer model. A _e is defined as the ratio of the entrainment heat flux at the mixed layer top to the surface heat flux. The IL is the layer between the mixed layer and the free atmosphere. In this study, a parameterization of A _e is derived from the TKE budget in the firstorder model for a well-developed CBL under the condition of linearly sheared geostrophic velocity with a zero value at the surface. It is also appropriate for a CBL under the condition of geostrophic velocity remaining constant with height. LESs are conducted under the above two conditions to determine the coefficients in the parameterization scheme. Results suggest that about 43% of the shear-produced TKE in the IL is available for entrainment, while the shear-produced TKE in the mixed layer and surface layer have little effect on entrainment. Based on this scheme, a new scale of convective turbulence velocity is proposed and applied to parameterize the IL thickness. The LES outputs for the CBLs under the condition of linearly sheared geostrophic velocity with a non-zero surface value are used to verify the performance of the parameterization scheme. It is found that the parameterized A _e and IL thickness agree well with the LES outputs.     

地表温度反演的算法综述

地表温度是研究地球表面的重要参数,被称为地表的皮肤温度。反演地表温度对自然灾害监测、城市热岛等有着重要意义,利用热红外遥感技术是反演地表温度的主要方式。本文阐述了目前主要用于反演地表温度的各算法特性、优缺点和适用情况,对各种算法进行对比分析,并指出反演地表温度存在的问题及解决问题的方向,并对反演地表温度发展趋势进行了展望。     

雾霾天气个例气象条件对比分析

应用常规观测资料、NCEP 1°×1°再分析资料和L波段探空资料从环流形势、扩散条件和边界层特征3个方面对2013年两次雾、霾天气个例进行对比分析,结果表明:500hPa西北气流冷平流、地面弱风场、垂直速度呈弱上升-下沉的垂直分层特点和逆温是两次雾、霾天气出现和维持的共同特征。地面西北风、850hPa弱冷平流、近地层浅薄的接地逆温(100~200m)和湿层与霾天气对应,地面偏东风、850hPa暖平流、925hPa以下深厚的悬浮逆温(400m)和湿层与雾天气对应,霾过程较雾过程逆温强度强,上升运动高度高。消散时雾较霾下沉运动中心高度低,强度弱;霾消散时接地逆温特征变化不大,雾消散时悬浮逆温有底部抬升和大气稳定层结向中性层结转变的变化特征;但均有下沉气流接地、垂直风切变较强和高层低露点干空气下传到地面的特点。     

红外临边探测发展现状

临边探测器垂直分辨率高,辐射信号的变化主要受大气参数影响,且辐射校准后几乎不受背景辐射影响,对痕量气体可探测性强,探测高度约为10—100 km,对臭氧层的大气遥感监测具有特殊意义。红外临边传感器经过40余年的发展过程,在通道数目、信噪比、可探测目标种类、冷冻技术、在轨寿命方面都有明显改进。本文以平流层O_3及其相关的痕量气体为中心,按照传感器搭载的卫星平台及卫星发射时间的先后顺序,比较了国际上已有的LRIR、LIMS、SAMS、ISAMS、CLAES、MIPAS、HIRDLS、TES共8个星载红外临边探测器的特性、探测目标、技术改进、性能提升等;介绍了红外临边探测大气成分的反演原理;总结了红外临边探测器在痕量气体,平流层云与气溶胶,重力波与极涡,非局部热力学平衡效应4个方面的应用成果。最后对红外临边探测的前景趋势提出了思考。     

琉球沟弧盆系莫氏面深度的三维广义反演

本文利用三维广义反演技术对重力资料进行反演，计算出了琉球沟弧盆系地区的莫氏面深度。由于考虑了分辨率和方差之间的最佳折衷问题，反演结果不论是在精度上还是在分辨能力方面都有了明显改进。分析结果也表明，重力反演得到的莫氏面深度同李昭兴等人用地震折射波法得到的莫氏面深度有较大的差别。文中地产生这种差别的可能原因提出了自己的见解。