Three-dimensional admittance analysis of lithospheric elastic thickness over the Louisville Ridge

Using bathymetry and altimetric gravity anomalies, a 1° 9 1° lithospheric effective elastic thickness(Te) model over the Louisville Ridge and its adjacent regions is calculated using the moving window admittance technique. For comparison, three bathymetry models are used: general bathymetric charts of the oceans, SIO V15.1,and BAT_VGG. The results show that BAT_VGG is more suitable for calculating T e than the other two models. T e along the Louisville Ridge was re-evaluated. The southeast of the ridge has a medium Te of 10–20 km, while Te increases dramatically seaward of the Tonga-Kermadec trench as a result of the collision of the Pacific and IndoAustralian plates.     

中天山科克苏河地区隆升剥蚀历史——来自(U-Th)/He年龄的制约

天山是中亚造山带重要组成部分,其中-新生代构造热演化及隆升剥露史研究是认识中亚造山带构造变形过程与机制的关键.本文应用磷灰石（U-Th） /He技术重建中天山南缘科克苏河地区中-新生代构造热演化及隆升剥蚀过程.磷灰石（U-Th） /He数据综合解释及热演化史模拟表明该地区至少存在晚白垩世、早中新世、晚中新世3期快速隆升剥蚀事件,起始时间分别为～90 Ma、～13 Ma及～5 Ma,且这3期隆升剥蚀事件在整个天山地区具有广泛的可对比性.相对于磷灰石裂变径迹,磷灰石（U-Th）/He年龄记录了中天山南缘地质演化史中更新和更近的热信息,即中天山在晚中新世（～5 Ma）快速隆升剥蚀,其剥蚀速率为～0.47 mm·a-1,剥蚀厚度为～2300 m.总体上,中天山科克苏地区隆升剥蚀起始时间从天山造山带向昭苏盆地（由南向北）逐渐变老,表明了中天山南缘隆升剥蚀存在不均一性,并发生了多期揭顶剥蚀事件.     

中纬热层大气质量密度经向结构差异研究

本文利用CHAMP卫星以及全球电离层-热层模型（GITM）来研究太阳活动低年（2007-2009年）中纬热层大气质量密度（ρ）的经度结构变化.结果如下：（1）ρ存在明显的经度单波结构（单峰和单谷）,且南北半球反相,波峰和波谷随着地方时增加而向东移动;（2）模拟表明离子拖曳效应在ρ结构差异的形成中起到了重要的作用,欧亚地区电子密度经度差异性较弱,不足以影响ρ经度分布,导致该地区ρ经度差异不明显;（3）在磁中纬地区,太阳天顶角的经度差异可达20°~30°,太阳光加热的经度不均匀性是导致ρ经度差异的另一个主要原因.     

THE TECTONIC ACTIVITY CHARACTERISTICS OF AWANCANG FAULT IN THE LATE QUATERNARY,THE SUB-STRAND OF THE EASTERN KUNLUN FAULT

It is well known that the slip rate of Kunlun Fault descends at the east segment, but little known about the Awancang Fault and its role in strain partitioning with Kunlun Fault. Whether the sub-strand(Awancang Fault) can rupture simultaneously with Kunlun Fault remains unknown. Based on field investigations, aerial-photo morphological analysis, topographic surveys and ¹⁴C dating of alluvial surfaces, we used displaced terrace risers to estimate geological slip rates along the Awancang Fault, which lies on the western margin of the Ruoergai Basin and the eastern edge of the Tibetan plateau, the results indicate that the slip rate is 3mm/a in the middle Holocene, similar to the reduced value of the Kunlun Fault. The fault consists of two segments with strike N50° W, located at distance about 16km, and converged to single stand to the SE direction. Our results demonstrate that the Awancang fault zone is predominantly left-lateral with a small amount of northeast-verging thrust component. The slip rates decrease sharply about 4mm/a from west to east between the intersection zone of the Awancang Fault and Kunlun Fault. Together with our previous trenching results on the Kunlun Fault, the comparison with slip rates at the Kunlun fault zone suggests that the Awancang fault zone has an important role in strain partitioning for east extension of Kunlun Fault in eastern Tibet. At the same time, the 15km long surface rupture zone of the southeast segment was found at the Awancang Fault. By dating the latest faulted geomorphologic surface, the last event may be since the 1766±54 Cal a BP. Through analysis of the trench, there are four paleoearthquake events identified recurring in situ on the Awancang Fault and the latest event is since (850±30)a BP. The slip rate of the Awancang Fault is almost equivalent to the descending value of the eastern part of the east Kunlun Fault, which can well explain the slip rate decreasing of the eastern part of the east Kunlun Fault(the Maqin-Maqu segment)and the characteristics of the structure dynamics of the eastern edge of the Tibet Plateau. The falling slip rate gradient of the eastern Kunlun Fault corresponds to the geometric characteristic. It is the Awancang Fault, the strand of the East Kunlun Fault that accommodates the strain distribution of the eastward extension of the east Kunlun Fault. This study is helpful to seismic hazard assessment and understanding the deformation mechanism in eastern Tibet.     

北京大学陆面过程模式PKULM(Peking University Land Model)介绍及检验

陆面过程模式是气候模式和天气模式的核心组成部分之一.在土壤-植被-大气耦合模式(Soil-Plant-Atmosphere Model, SPAM)的基础上,发展了新一代北京大学陆面过程模式PKULM(Peking University Land Model).本文首先介绍了PKULM的辐射传输、湍流输送、光合作用、土壤水热输送等过程的参数化方案;采用隐式迭代计算框架,发展并应用了一个快速的线性方程组求解算法,提高了模式计算稳定性;提出并使用了二分搜索算法计算气孔阻抗,避免了CLM(Community Land Model)等使用的迭代方法在干旱区不稳定的情况,提高了模式的适用性;采用水势为基础的土壤水分扩散方程,使模式能够模拟土壤饱和区的水分输送过程,为进一步与水文过程模式耦合奠定了基础;还发展了一个地表积水与径流过程的机理模型,提高了模式对地表水分平衡过程的模拟能力;最后,使用"中国西北干旱区陆-气相互作用观测试验"平凉站的资料对模式进行了检验并与NOAH(National Center for Environmental Prediction, Oregon State University, Air Force, and Hydrology Lab model)陆面过程模式的模拟结果进行了比较,结果表明PKULM能够较好地模拟西北半干旱区农田下垫面地气交换过程.     

地质灾害易发性区划的系统概念模型研究

从系统的角度考察地质灾害,可以将其看成一个地质系统。据水桶理论,系统的功能水平取决于系统中最脆弱的部分,地质灾害体的致灾也符合此规律。从此种观点出发,笔者构建了一个易于理解、易于操作、可量化的地质灾害概念模型,并对此模型进行了适用性说明和评价。     

基于蒙特卡罗法的三源锥束CT散射分析

在医用X-CT中,散射现象对重建图像的质量有重要的影响。多源锥束CT是医用CT的一种发展趋势,可成倍提高时间分辨率。但与单源CT相比,多源CT额外的光源会导致散射现象的加重,因此在实际应用中需要着重考虑这一问题。本文在开源工具EGSnrc的基础上,开发了一套基于蒙特卡罗法的CT仿真软件SimProj,用该软件获得了贴近...     

湿地植物种类和生长方式对根际酞酸酯及其单酯代谢物分布特征的影响

选取天津大学校内两个相邻的小型湖泊(青年湖和爱晚湖)为研究对象,研究了湿地植物种类(芦苇和香蒲)和生长方式(单生和混生)对根际酞酸酯(PAEs)及其单酯代谢物(PAMs)分布特征的影响.结果显示:几乎所有的样品中都能检测到酞酸丁二酯(DBP)和酞酸二异辛酯(DEHP)及其单酯代谢物(MBP和MEHP),并且DBP和DEHP的浓度比相应的单酯代谢物高1～2个数量级;沉积物和根样品中DEHP的浓度高于DBP;芦苇和香蒲根对DEHP的富集系数(RCF)大于DBP.当芦苇和香蒲单生时(即青年湖),芦苇根际沉积物中DBP和DEHP浓度≤香蒲根际沉积物的浓度,并且芦苇根的RCF值也小于香蒲.当芦苇和香蒲混生时(即爱晚湖),芦苇根际沉积物中DBP和DEHP浓度<香蒲根际沉积物的浓度,而芦苇根的RCF值≥香蒲根的RCF值,与青年湖中不同.青年湖香蒲根际沉积物中DBP和DEHP的浓度小于爱晚湖,而香蒲根的RCF值与此刚好相反.芦苇根对这两种PAEs的富集没有这种关系,可能是由于这两个湖中芦苇的生长状况不同,与香蒲混生时,芦苇的生长受到抑制.对PAEs的单酯代谢产物分析发现,沉积物中MBP/DBP>MEHP/DEHP.MEHP在根中的浓度多数情况高于MBP,表明MEHP比MBP具有较强的根富集能力.同种植物单生时,根中PAM浓度均≥混生.     

建筑围护结构节能与防火体系构建

从围护结构节能与防火一体化思路出发,提倡钢筋混凝土结构保温一体化建筑体系和砌体结构保温一体化建筑体系;尤其主张在我国建筑工业化全面升级的基础上大力开发与推广保温型混凝土预制装配化技术,统一建筑模数,实现标准化与多样化;针对预制装配化保温型混凝土在梁、构造柱等容易出现的冷、热桥问题的部位,创新式提出以相变储能材料与建筑结构相融合来提高建这些部位的热工性能,减少温度梯度;从系统上做到保温与建筑同寿命、免维护、工序少,工期短、耐火等,从而真正实现低碳,构建建筑围护结构节能防火一体化建筑体系。     

伸缩缝刚度对大跨度悬索桥动力特性的影响

伸缩缝作为大跨度桥梁与引桥之间的重要连接构件,其抗推刚度及可能存在的变异性对主桥及引桥动力特性的影响不可忽略。本文建立了大跨度悬索桥及引桥的有限元模型,采用弹簧单元模拟加劲梁与引桥箱梁之间的伸缩缝,分析伸缩缝刚度对悬索桥及引桥自振特性及其地震响应的影响规律。分析结果表明:伸缩缝刚度对加劲梁的横弯振型、竖弯与纵飘耦合振型的频率有明显的影响;伸缩缝刚度的变化会导致加劲梁与引桥的振型相互耦合,同时这些振型的频率发生相应的突变,当伸缩缝刚度较大时,加劲梁两个竖弯与纵飘的耦合振型解耦成为独立的竖弯和纵飘振型;当引桥与悬索桥加劲梁的纵飘振型发生耦合时,在纵向和竖向地震作用下的悬索桥及引桥的地震响应达到最小。伸缩缝刚度对悬索桥动力特性影响的分析可为悬索桥的模态参数确认、损伤识别、抗震性能分析提供有价值的借鉴。