基于兴趣区域的无参考型影像质量评价研究

针对现阶段无参考型算法主观一致性差的问题,提出了一种基于兴趣区域的无参考型影像质量评价算法(NROI),在德克萨斯大学的Live影像库中与经典算法:峰值信噪比(PSNR)、结构相似度(SSIM)、自然场景统计模型(NIQE)法,进行大量实验对比。结果表明,NROI的表现优于NIQE,PSNR与SSIM相当,适用于数字影像的质量评价。     

海底动力环境原位监测中数据管理系统的设计

海底动力环境原位监测在海底监测中的重要性不言而喻.而数据管理系统是海底动力环境原位监测中的核心模块.数据管理系统以ARM9为硬件核心、Linux2.4.20为软件平台,集成三台深海仪器,为岸上基站与深海仪器之间提供实时的、可靠的控制及数据接口.经实验验证该系统可以稳定地为岸上基站提供实时动力环境数据,最后提出了系统还待完善的几个问题.     

库姆塔格沙漠风沙地貌遗产的旅游开发

对库姆塔格沙漠风沙地貌遗产进行旅游开发,既有利于“大敦煌”地区人-地关系的和谐演进,又有利于全面推进“大敦煌”地区旅游业的可持续发展。应用观察法、描述法、系统调查分析法等定性研究方法,在阐述库姆塔格沙漠风沙地貌遗产旅游开发意义的基础上,建设性地提出将库姆塔格沙漠风沙地貌遗产开发为旅游产品、旅游商品和旅游节事的途径、方式和方法。最后,根据风沙地貌特征和旅游发展需要,指出对库姆塔格沙漠风沙地貌遗产进行旅游开发时应该注意的生态环境保护、旅游形象和安全管理、基础设施建设等问题。     

Paleomagnetic results from Late Carboniferous to Early Permian rocks in the northern Qiangtang terrane,Tibet, China,and their tectonic implications

Results of a systematic paleomagnetic study are reported based on Late Carboniferous to Early Permian sedimentary rocks on the north slope of the Tanggula Mountains,in the northern Qiangtang terrane(NQT),Tibet,China.Data revealed that magnetic minerals in limestone samples from the Zarigen Formation(CP^z)are primarily composed of magnetite,while those in sandstone samples from the Nuoribagaribao Formation(Pnr)are dominated by hematite alone,or hematite and magnetite in combination.Progressive thermal,or alternating field,demagnetization allowed us to isolate a stable high temperature component(HTC)in 127 specimens from 16 sites which successfully passed the conglomerate test,consistent with primary remnance.The tilt-corrected mean direction for Late Carboniferous to Early Permian rocks in the northern Qiangtang terrane is D_s=30.2°,I_s=-40.9°,k_s=269.0,a_(95)=2.3°,N=16,which yields a corresponding paleomagnetic pole at 25.7°N,241.5°E(dp/dm=2.8°/1.7°),and a paleolatitude of 23.4°S.Our results,together with previously reported paleomagnetic data,indicate that:(1)the NQT in Tibet,China,was located at a low latitude in the southern hemisphere,and may have belonged to the northern margin of Gondwana during the Late Carboniferous to Early Permian;(2)the Paleo-Tethys Ocean was large during the Late Carboniferous to Early Permian,and(3)the NQT subsequently moved rapidly northwards,perhaps related to the fact that the Paleo-Tethys Ocean was rapidly contracting from the Late Permian to Late Triassic while the Bangong Lake-Nujiang Ocean,the northern branch of the Neo-Tethys Ocean,expanded rapidly during this time.     

Numerical Simulation Study on the Effect of Horizontal Well Reservoir Stimulation for Gas Hydrate Production

A new gas hydrate reservoir stimulation method of in-situ fracturing with transient heating is proposed, in line with analysis of the technological bottlenecks faced by marine gas hydrate production. This method injects the developed chemical reagents into a hydrate reservoir through hydraulic fracturing, releasing heat during the chemical reaction to increase the hydrate decomposition rate. The chemical reaction product furthermore has a honeycomb structure to support fractures and increase reservoir permeability. Based on the geological model of natural gas hydrate in the South China Sea, three development methods are simulated to evaluate hydrate production capacity, consisting of horizontal well, fractured horizontal well and in-situ fracturing with transient heating well. Compared with the horizontal well, the simulation results show that the cumulative gas production of the fractured horizontal well in one year is 7 times that of the horizontal well, while the cumulative gas production of in-situ fracturing with transient heating well is 12 times that of the horizontal well, which significantly improves daily efficiency and cumulative gas production. In addition, the variation patterns of hydrate saturation and temperature-pressure fields with production time for the three exploitation plans are presented, it being found that three sensitive parameters of fracture conductivity, fracture half-length and fracture number are positively correlated with hydrate production enhancement. Through the simulations, basic data and theoretical support for the optimization of gas hydrate reservoir stimulation scheme has been provided.     

靖远地区大厚度黄土地基浸水湿陷过程及土中竖向应力特征试验研究

为了研究靖远大厚度黄土在浸水条件下的水分入渗规律和自重湿陷变形特征,在中兰铁路沿线的靖远北站黄土自重湿陷场地进行了不打注水孔的现场浸水试验,监测并分析了地表及地下湿陷变形、试坑周围裂缝、含水率和土中竖向应力变化情况,对水分扩散规律、自重湿陷特性和土中竖向应力变化规律进行了研究,并对地区修正系数β0值和浸润角进行了探讨。结果表明：体积含水率变化分为浸水稳定（2个）、快速增加（1个）和缓慢增加（1个）共4个阶段;浸水过程中,水分在21m处竖向入渗加快、径向扩散减缓,湿润峰最终形态呈现为椭圆状。根据探井和钻孔含水率测试结果,推算出浸润角最大为41°。该场地黄土自重湿陷过程历经剧烈湿陷、缓慢湿陷和固结稳定3个阶段。试验结束时共计发展了13圈环状裂缝,裂缝最远处距试坑边缘26m。根据室内试验和现场测试结果,建议地区修正系数沿土层深度进行修正,0～10m内β0值取1.05,10～27 m内β0值取0.95。在地表至21 m深度范围内,地基土浸水饱和且湿陷充分,土中竖向应力沿深度呈线性增加,土中竖向应力接近饱和自重应力,21m以下的地基土未能充分湿陷,土中竖向应力逐渐减小。该研究成果可应用于中兰铁路...     

滇西三江地区中新生代“盆山”耦合运动学过程

滇西三江地区中新生代盆山格局是研究盆山耦合的典型实例。本文通过解析该区叠加构造变形期次和样式,理清其中新生代的盆山耦合关系,并探讨思茅盆地对相邻造山演化的沉积响应过程。研究表明,三江地区经历了主碰撞造山带与前陆盆地耦合(T1-T2)、后碰撞造山带与伸展盆地耦合(T3-K)以及陆内"盆山"共变(E-Q)三个盆山耦合运动学过程。兰坪-盆地内复理石、山前磨拉石到红色碎屑岩的沉积序列响应了相邻造山带从主碰撞阶段向后碰撞阶段的演化,该阶段盆地转换过程受控于拆沉作用和岩浆底侵作用等深部动力学机制。     

风浪作用下水生植物对水流结构的影响——以太湖中两种典型沉水植物为例

为研究风浪作用下水生植物对水流结构的影响,选取太湖中两种典型沉水植物(苦草与马来眼子菜)为研究对象,分别对苦草植物斑块与马来眼子菜植物斑块内外水体的瞬时流速进行野外现场测量,利用瞬时流速的能量谱分布将波浪流速与紊动流速分离,分别分析水生植物对时均流速、波浪流速以及紊动能的影响。风浪影响下,水体中存在流向与测量时近水面处盛行风向一致的水流;波浪流速以垂向流速为主,且波浪流速自水面向床底逐渐减小;紊动能在水面处达到最大值,并向床底方向逐渐减小。与无植被条件相比,苦草与马来眼子菜的存在减小了时均流速、波浪流速以及紊动能。两种植物形态上的差异,导致其对水流结构的影响不同:苦草叶片阻流面积在冠层中部达到最大,使得时均流速与波浪流速在苦草中部位置的减小程度最大;马来眼子菜叶片主要集中于冠层顶部(水面附近),其对时均流速以及波浪流速的减小作用在水面处达到最大。     

铀矿沉积学研究与发展

随着铀矿床尤其是砂岩型铀矿勘探和开发的迅速发展,砂岩型铀矿沉积学的概念应运而生。铀矿沉积学是研究沉积盆地形成演化过程中铀的成矿作用、形成环境、含铀岩（层）系特征,以及沉积作用控制下铀的富集机理和分布规律的学科。它综合了铀矿地质学、盆地分析等学科的内容,具有较明显的学科交叉特点。砂岩型铀矿沉积学是铀矿沉积学最典型的代表,它以盆地分析、砂岩型铀矿地质学为重要理论平台,结合沉积学技术方法,具体研究砂岩型铀矿形成的物质来源、成岩作用与铀的预富集、沉积物的结构构造与渗透性、沉积体系与含铀岩系分析、流体作用与后期改造、层序地层与铀的空间分布、铀富集因素与沉积和古气候环境,沉积作用因素与砂岩型铀矿预测,以及管理信息化的三维可视化建模等。以新疆伊犁盆地、吐哈盆地、鄂尔多斯盆地北部等地区代表性砂岩铀矿为实例,从铀矿聚集与沉积物形成—演化过程、沉积物特征及沉积体系分析与铀矿聚集、层序地层学与铀聚集作用等方面分析了铀矿沉积学研究的最新进展和认识。同时对铀矿沉积学的发展趋势进行了展望:认为砂岩铀矿“大规模成矿作用”和铀的“超常富集”关键地质环境、含铀岩系沉积与铀的空间分布、多种高新分析测试技术的应用等方面将是铀矿沉积学未来研究和发展的重点。由于铀矿沉积学与人类生存环境关系的重要性,并且其涉及沉积学学科的方方面面,因此有理由相信,铀矿沉积学未来可能作为沉积学的一个独立分支学科将得到更好的研究和发展。     

Static load tests of driven concrete piles under CFRP confinement

ABSTRACT

This paper describes compressive static load tests of concrete driven piles confined by Carbon Fibre Reinforced Polymer (CFRP). The tested piles include one concrete pipe pile and one concrete rectangular pile which are all partially confined by CFRP, and other two piles with the same dimensions without CFRP application. Tests program was performed to obtain the behaviours of these composite piles. Four Static Loading Tests (SLTs) were conducted and the results shown that those two types of composite pile demonstrate less vertical displacement with the same loading of traditional concrete piles. Furthermore, the traditional methods of Load-settlement (Q-s) curves, Settlement-lg (Load) (s-lgQ) curves and Settlement-lg (Time) curves are analysed. Due to un-plunging condition, the interpretation methods of Davisson’s, DeBeers, Double-Tangent as well as Chin’s methods are demonstrated for the ultimate bearing capacity of these four piles. It is concluded that the CFRP confinement increased the ultimate bearing capacity and this composite material can be perfectly applied in geotechnical condition.