List of Forthcoming Papers

Other Index

List of Forthcoming Papers     

中国南天山晚石炭世—早二叠世花岗质侵入岩的岩石成因与地壳增生

晚石炭世—早二叠世在中亚南天山造山带形成了大量的花岗质侵入岩.中国境内这些岩体以晚石炭世Ⅰ型花岗岩、早二叠世Ⅰ型和S型花岗岩以及最晚期的A型花岗岩为代表.不同类型的岩石在源区特征和岩浆形成的温压条件上存在一定的差异,而这些差异性反映了该时期内构造环境的演化过程.本文选取铁列克岩体、盲起苏岩体、英买来岩体、川乌鲁杂岩体、...     

Identification of the optimal integration of the hydrologic model with meteorology data using the advanced GIS object-oriented programming

An object-oriented framework called GIS and Hydrologic Information System Modeling Object (GHISMO) that is tightly coupled with a prototype geographic information system (GIS), is presented in this research. The proposed GHISMO framework is used to simulate a hydrologic system on the base of the storage-release concept and with multiple weather data such as gage and NEXRAD data. Both quantitative and qualitative results of simulation for the Pleasant Run Creek and Little Buck Creek watersheds in Indiana (USA) demonstrate the method prospects.     

Frequency‐domain acoustic‐elastic coupled waveform inversion using the Gauss‐Newton conjugate gradient method

We developed a frequency‐domain acoustic‐elastic coupled waveform inversion based on the Gauss‐Newton conjugate gradient method. Despite the use of a high‐performance computer system and a state‐of‐the‐art parallel computation algorithm, it remained computationally prohibitive to calculate the approximate Hessian explicitly for a large‐scale inverse problem. Therefore, we adopted the conjugate gradient least‐squares algorithm, which is frequently used for geophysical inverse problems, to implement the Gauss‐Newton method so that the approximate Hessian is calculated implicitly. Thus, there was no need to store the Hessian matrix. By simultaneously back‐propagating multi‐components consisting of the pressure and displacements, we could efficiently extract information on the subsurface structures. To verify our algorithm, we applied it to synthetic data sets generated from the Marmousi‐2 model and the modified SEG/EAGE salt model. We also extended our algorithm to the ocean‐bottom cable environment and verified it using ocean‐bottom cable data generated from the Marmousi‐2 model. With the assumption of a hard seafloor, we recovered both the P‐wave velocity of complicated subsurface structures as well as the S‐wave velocity. Although the inversion of the S‐wave velocity is not feasible for the high Poisson's ratios used to simulate a soft seafloor, several strategies exist to treat this problem. Our example using multi‐component data showed some promise in mitigating the soft seafloor effect. However, this issue still remains open.     

寻找相似天气过程的一种数学模型

该文介绍了一种寻找相似天气过程的数学模型，利用Saaty论述的方法[1]构造判别矩阵进行判别，从而计算出相似排序及相似度。该方法在3年多的预报业务中应用，效果良好。     

The Characterization of Aortic Valve Calcification at Different Stage of Disease

<正>Cardiac valve calcification is a common disease,especially among the elderly.Calcification can affect valve function and cause heart failure and sudden death(Adler et al.,2002).Aortic valve calcification is alsorelated to arteriosclerosis and coronary heart disease(Rashedi et al.,2015).However,the origin of valve calcification is still unclear.This study characterized the     

不同开采条件下采空区地表变形机理的数值模拟研究

通过建立数值模型,模拟不同采深、采宽、采厚及不同开采倾角下采空区地表的变形,通过数值模拟及计算得出各开采条件下地表的下沉曲线及水平移动曲线,进而分析地表变形规律及变形机理,为研究开采引起的地表变形提供一种便捷的方法。     

新疆非物质文化遗产的空间分布及其影响因素

基于国家级和自治区级非物质文化遗产（简称非遗）资源空间数据,集成相关自然地理环境和社会经济文化数据,采用最邻近分析、核密度估计和全局空间自相关分析,研究新疆非遗的空间分布规律和集聚特征,采用地理探测器模型深入探究影响新疆非遗空间分布的自然因素、经济因素和社会文化因素。结果表明：新疆非遗空间分布呈现北多南少的特征,主要集中在喀什、伊犁、塔城、巴州和乌鲁木齐等地（市、州）;新疆非遗在空间上具有明显的集聚特征,不同类型非遗的集聚程度也有差异,在空间上形成了乌鲁木齐-吐鲁番-库尔勒为核心的一级组团、伊宁和喀什为核心的二级组团以及以塔城、哈密和阿克苏为中心的若干三级组团。新疆非遗空间分布受自然因素、经济因素、社会文化因素的综合影响：社会文化因素（0.5494）>经济因素（0.4597）>自然因素（0.2285）。自然因素和经济因素、社会文化因素的协同效应对非遗空间分布的影响更明显。     

全国地质灾害趋势预测及预测图编制

区域地质灾害预测是地质灾害研究的难题。本文运用基于地理信息系统的风险评价方法对这一问题进行了探讨。将全国剖分为2700个单元,对地质灾害进行现状评价,并与已数字化的地质灾害图件进行单要素叠加,编制了全国地质现状等值线图,在现状评价基础上,对地质灾害进行趋势预测,将降雨条件、区域地震活动、区域地壳稳定程度、区域岩组条件和人类工程活动等作为区域地质灾害演变的因素,运用模糊综合评判模型进行综合评判,编制了1:600万中国地质灾害趋势预测图。     

岩体中泥化夹层的流变试验及其长期强度的确定

文中首先介绍两种室内试验设备--单剪流变仪和剪应力松弛仪（松弛流变仪）及其试验方法,然后根根岩体中泥化夹层的试验成果,证实陈宗基教授提出的最高屈服值f3--强度的临界值即长期强度值,工程设计要重视它。