高分辨率遥感影像中提取特定地物的分区多阶段混合分类方法

遥感图像分类技术发展过程中出现了各种不同的分类方法,本文提出一种对分类过程控制和分类中间数据管理的综合分类方式,通过分类方法应用方式的改进用于提取局部的特定地物。应用多阶段循环分类过程,在一个阶段的分类中控制参与分类的像元范围,在一次分类中混合应用监督分类、非监督分类和区域生长分类法,以及各种分类后处理技术,目的在于综合应用目视解译、计算机自动分类等各种技术的优点,结合地物的光谱数据,用于局部区域的特定地物信息提取和分类。     

The evolution characteristics and fractionation mechanism of carbon isotopes in the process of "multi-stage hydrocarbon generation"

The Jiyang Sag and the Liaohe Basin are the two important areas where immature oil resources are distributed in China. From these two areas immature-low mature to mature oil samples were collected for carbon isotopic analysis. The extracts of source rocks are dominant in the Jiyang Sag while crude oils are dominant in the Liaohe Basin. The maturity index, R., for source rocks varies from 0.25%(immature) to 0.65% (mature). Studies have shown that within this range of R. values the extracts of source rocks and crude oils, as well as their fraction components, have experienced observable carbon isotope fractionation. The carbon isotopic values tend to increase with burial depth, the oils become from immature-low mature to mature, and the rules of evolution of oils show a three-stage evolution pattern, i. e. ,light→heavy→light→heavy oils. Such variation trend seems to be related to the occurrence of two hydrocarbon-generating processes and the main hydrocarbon-forming materials being correspondingly non-hydrocarbons and possessing MAB characteristics, lower thermodynamic effects and other factors. In the process towards the mature stage, with increasing thermodynamic effects, the thermal degradation of kerogens into oil has become the leading factor, and correspondingly the bond-breaking ratio of 12 C-13C also increases,making the relatively 12C-rich materials at the low mature stage evolve again towards 13C enrichment.     

Dynamic performance of cable-stayed bridge tower with multi-stage pendulum mass damper under wind excitations—Ⅱ: Experiment

The possibility of using a multi-stage pendulum mass damper (MSPMD) to control wind-induced vibration of a single column tower of a cable-stayed bridge during construction was studied theoretically in part I of this work. In this paper, the performance of the MSPMD for reducing bridge tower vibration is studied experimentally. A MSPMD model and a tower model of the bridge with geometry scaling of 1:100 were designed and manufactured. Calibration of the MSPMD model with different wire lengths is conducted to verify the analytical model of the damper. A series of tests for the uncontrolled freestanding tower, tower with cables, and tower with MSPMD model are then performed under harmonic and white noise excitations. The experimental results show that the responses of the tower model signif icantly decrease with the installation of the MSPMD model, which demonstrates the effectiveness of the MSPMD to mitigate the vibration of the bridge tower.     

中国省域科技创新模式及其时空演变

中国的经济增长模式正在由要素驱动型向创新驱动型转变,适宜的科技创新模式是促进中国经济社会协调可持续发展的关键。基于熵值法构建综合指标评价体系,运用Theil指数对中国科技创新投入与产出水平的时空演变进行分析,并结合K-means聚类分析法将其分别归为相同的5个等级。根据不同的投入—产出组合,得出投入产出协调型、投入领先型与产出领先型3个科技创新类型及其子类。最后,利用多阶段DEA模型,从科技创新投入的角度,将科技创新模式划分为混合驱动型、创新平台驱动型、人力与资本驱动型和人力驱动型四类;从科技创新产出的角度,划分为经济创新导向型、知识与经济创新导向型和知识创新导向型三类模式。对比发现,中国科技创新模式与科技创新类型的时空演变呈现高度的相关性。在此基础上,为中国未来区域科技创新的发展提出若干建议。     

川中龙王庙组气藏多期充注特征及对寒武纪早期海相烃源岩发育的指示意义

为了研究古老超深层天然气藏的充注模式,探讨寒武纪早期海相烃源岩的质量、规模和寿命,笔者等选取高石梯—磨溪地区龙王庙组气藏作为研究对象,结合区域构造演化史和烃源岩生烃史,应用盐水包裹体均一温度与储集层埋藏史温度对比的方法,建立了充注模式,并追踪其烃源岩层位为下寒武统筇竹寺组;从寒武纪早期古气候、古环境和古生物等的角度,分析了该时期形成海相烃源岩的有机生产力和保存条件。研究显示,四川盆地超深层气藏的形成经历了古油藏、古裂解气藏和晚期干气的多期充注阶段,气藏充注来源于古油藏裂解气和超晚期源岩释放的天然气。这一事实指示了,早寒武纪的全球背景为高质量、大规模和长寿命的优质烃源岩发育提供了基础,对于四川盆地超级气盆地的形成提供了理论依据。     

多级模糊综合评判算法的实现及应用

采用Visual C^＋＋语言编制了一套通用的多级模糊综合评判算法。针对某边坡的数据,采用多级模糊综合评判法对边坡稳定性进行评价,得出了较好的结果,反映了边坡稳定的实际情况,证明该算法具有很强的实用性。     

新疆查汗沙拉锑矿床地质特征及成因初探

新疆察汗萨拉锑矿床位于西南天山中部的萨阿尔明晚古生代沟弧带的西段,它与萨瓦亚尔顿金锑银矿、卡拉脚古牙锑金矿、古勒克达坂卡堤锑金矿构成察汗萨拉锑金矿带。矿区总体受控于一大型逆冲推覆构造带,处于查汗沙拉锑异常区浓集中心域内,矿体产于阿尔腾克斯组含炭碎屑岩中,显示多元素多期次的成矿特征。成矿物质来自于赋矿地层,成矿热液则是由岩浆水和天水组成的混合水,属沉积改造型锑银多金属矿床。     

Dynamic performance of cable-stayed bridge tower with multi-stage pendulum mass damper under wind excitations——Ⅰ: Theory

In this paper, wind-induced vibration control of a single column tower of a cable-stayed bridge with a multistage pendulum mass damper (MSPMD) is investigated. Special attention is given to overcoming space limitations for installing the control device in the tower and the effect of varying natural frequency of the towers during construction. First,the finite element model of the bridge during its construction and the basic equation of motion of the MSPMD are introduced.The equation of motion of the bridge with the MSPMD under along-wind excitation is then established. Finally, a numerical simulation and parametric study are conducted to assess the effectiveness of the control system for reducing the wind-induced vibration of the bridge towers during construction. The numerical simulation results show that the MSPMD is practical and effective for reducing the along-wind response of the single column tower, can be installed in a small area of the tower, and complies with the time-variant characteristics of the bridge during its entire construction stage.     

Dynamic performance of cable-stayed bridge tower with multi-stage pendulum mass damper under wind excitations--Ⅱ:Experiment

The possibility of using a multi-stage pendulum mass damper(MSPMD) to control wind-induced vibration of a single column tower of a cable-stayed bridge during construction was studied theoretically in part Ⅰ of this work.In this paper,the performance of the MSPMD for reducing bridge tower vibration is studied experimentally.A MSPMD model and a tower model of the bridge with geometry scaling of 1:100 were designed and manufactured.Calibration of the MSPMD model with different wire lengths is conducted to verify the analytical model of the damper.A series of tests for the uncontrolled freestanding tower,tower with cables,and tower with MSPMD model are then performed under harmonic and white noise excitations.The experimental results show that the responses of the tower model significantly decrease with the installation of the MSPMD model,which demonstrates the effectiveness of the MSPMD to mitigate the vibration of the bridge tower.     

准脆性地层中水平井多段水压致裂的扩展有限元法模拟

在实际的水力压裂过程中,裂缝总是沿着垂直于最小地应力的方向扩展,地应力的分布形式和多个压裂段之间的互相影响(应力阴影效应)对于形成复杂的裂缝网络具有重要的影响。本文基于扩展有限单元法(XFEM)模拟页岩等多孔介质在水压作用下裂缝的任意扩展,由于在传统有限元法的基础上引入了扩充自由度和可以描述间断的位移阶跃函数,所以裂缝可以独立于网格扩展,而不需要重新剖分网格。通过引入一维流动假设,求解润滑方程,并考虑流体在裂缝内的流动。同时也考虑裂缝向基质中流动的滤失效应。研究实际施工中不同段间距下裂缝的扩展模式和段间距对裂缝形态的影响,结果表明,压裂段间距过小时中间的裂缝会被屏蔽;此外,裂缝会由于应力阴影效应而发生转向。