火星O2(a1Δg)气辉高光谱分辨辐射传输特性研究

1.27 μm波段的氧分子近红外气辉是火星大气最重要的气辉辐射之一, 该气辉高光谱分辨辐射传输模型的建立对于研制火星探测载荷, 反演火星大气的风场温度场与臭氧浓度, 以及研究火星空间物理, 有重要的科学价值与工程意义.在研究火星大气O₂(a¹Δ_g)气辉光化学反应模型的基础上, 提出了O₂(a¹Δ_g)气辉体辐射率的计算方法, 并建立了火星大气气辉辐射传输理论; 通过与用于研究火星大气特征的光谱学探测仪(Spectroscopy Spectrograph for the Investigation of Characteristics of the Atmosphere of Mars, SPICAM)的实测数据进行对比, 验证了所建立的火星O₂(a¹Δ_g)气辉高光谱分辨辐射传输模型的准确性; 针对火星与地球大气的O₂(a¹Δ_g)气辉, 在体辐射率、自吸收效应, 以及临边辐射光谱特性三个方面进行了系统深入的比较, 对比结果表明, 火星大气由于密度低、氧气丰度小, 其自吸收效应可以忽略不计, 但其O₂(a¹Δ_g)气辉辐射强度与地球大气相当, 可以用于火星大气的风场温度场与臭氧浓度的探测与反演.

     

1970—2000年青藏高原内流区冰川储量变化的初探

青藏高原内流区特殊的地理位置和自然环境使得对本区域冰川体积变化的研究相比中国西部其他冰川发育区难度大很多.而作为本区域重要水源补给,同时又是区域气候变化重要指示器的冰川,其储量的变化又是迫切需要获知的信息.在此前提下,本文基于RS、GIS技术平台提取了本区域冰川面积变化数据,并结合冰川目录数据、本区域冰川面积变化的研究资料,采用冰川体积与面积之间的统计关系模型,探讨了本区域冰川自1970年至2000年的体积变化.结果表明在这30年间,区域内冰川体积大约减少了36.25亿m3,相比整个高亚洲区域的冰川退缩速度,本区域冰川的退缩表现的更缓慢.然后,对内流区6个二级流域的冰川体积变化做了详细的对比分析,发现整个内流区冰川体积变化有较大的区域差别：其中5Z3流域冰川体积的退缩率最大,年均退缩率达-11.19%,而变化最小的5Z1流域年均变化率仅为-0.79%.各二级流域在体积变化方面的相同点是,体积退缩率均大于面积退缩率.通过对冰川面积、体积变化特点及其原因的分析,认为气候变化的区域差异是该区域内各二级流域冰川变化存在差异的主要原因.最后根据本文得到的结果,讨论了冰川体积变化对本区域的生态环境造成的影响.     

电离层氧离子83.4 nm辐射计算方法

氧离子83.4 nm辐射是由氧离子辐射跃迁产生的,是电离层极紫外日辉辐射中辐射强度较高的信号之一.从空间对其进行成像为高层大气状态的监测提供了一种强有力的方法.为了准确的描述辐射强度的分布情况,本文在MSISE-00大气模型下,用AURIC计算氧离子83.4 nm辐射的初始体辐射率、电离层氮气分子、氧气分子以及氧原子的密度分布,接着,用Chapman函数生成氧离子密度分布,计算共振散射作用下的体辐射率.然后,给出在不同的初始辐射率情况下,沿天底方向观测的辐射强度对比.最后,与Anderson的计算结果作了两组对比,指出由电子碰撞产生的初始体辐射率占比提高16%,总的辐射强度会提高30%.本文的工作为低热层大气氧离子密度和光电子通量的探测提供支持,这对电离层电子密度反演具有理论意义.

     

金沙江白格两次滑坡几何形态分析与体积计算

2018年10月10日和11月3日,西藏昌都市江达县波罗乡白格村先后两次发生大规模滑坡并堵塞金沙江,引起社会广泛关注。滑坡的几何形态和体积是滑坡机理研究和滑坡防灾减灾的关键问题和重要基础。为此,本文基于无人机拍摄获取的数字正摄影像（DOM）和DEM、滑坡前的地球电子地形数据（ASTER GDEM）30 m分辨率DEM、分辨率为3 m的Planet卫星影像,以滑坡后的等高线为基准,参考滑坡前的微地貌特征,重绘滑坡前的地形;然后以滑坡前后地形为基础,在ArcGIS软件上进行体积计算,结合AutoCAD绘制滑坡剖面,分析滑坡深部厚度特征。研究表明采用这种方法可以获取滑坡的体积和几何形态特征,可为类似滑坡灾害研究提供参考。     

利用ICESat数据确定格陵兰冰盖高程和体积变化

两极冰盖消融是造成海平面上升的重要原因,作为世界第二大冰盖,格陵兰冰盖消融速度在进入21世纪以后明显加快,引起了广泛关注.本文利用ICESat卫星激光测高数据,探讨了坡度改正的方法,通过改进平差模型解决了病态问题,并采用重复轨道方法计算了2003年9月至2009年10月间格陵兰冰盖的体积和高程变化趋势,对格陵兰冰盖各冰川流域系统的变化情况进行了详细分析.结果表明,格陵兰冰盖在这6年间平均高程变化趋势为-16.79±0.84 cm·a^-1,体积变化速率为-301.37±15.16 km³·a^-1,体积流失主要发生在冰盖边缘,其中DS1、DS8等流域的体积损失正在加剧,而高程在2000 m以上的冰盖内陆地区表现出高程积聚的状态,但增长速度明显减缓.与现有研究成果的对比表明,算法优化后的本文结果更具可靠性.

     

三维地震数据可视化原理及方法

可视化是实现三维地震数据真三维解释的有效方法,本文介绍了三维地震数据可视化的基本原理,论述了用光线投射算法实现可视化的主要步骤,详细推导了合成可视化图像的计算公式,分析了阻光度曲线的物理意义及对可视化图像的调节作用,并用两个实际三维地震数据进行了试验。结果表明该方法能够由原始三维地震数据直接对地质体进行成像,能将分散的、孤立的信息互相联系起来,揭示隐藏在数据中的地质现象和规律。     

激发极化法基础理论研究——确定二次极化电流的新方法

本文提出一种通过测磁场确定面极化和体极化介质中二次极化电流的新方法.它与以往测电场的方法有所不同.当时域单向长脉冲激发电流通过面极化和体极化介质时,便在其表面和内部产生激发极化效应.在通电时间内和断电后的放电过程中,若极化介质内产生了二次极化电流,它必将在周围产生二次磁场.我们通过观测二次磁场可靠地确定了介质中二次电流的存在与否和量值大小以及矢量方向等重要内容.本文除给出一些实验结果外,还给出了实例.多年来,国内、外学者对体极化介质中二次极化电流的存在问题是有争议的,本文对此给出了具有充分说服力的实验结果,有利于统一这方面的认识.     

Modelling of run up of steep non-breaking waves

A Navier–Stokes solver is used to examine steep waves as they run up a steep beach (10.54°). The volume of fluid method (VOF) is used to model the free surface. Comparison with experimental results shows reasonable overall agreement in the prediction of the free-surface, velocities and accelerations within the flow. A spurious feature at the free-surface was found which does reduce the quality of the results. For a steep wave we see the transition from a steep wave front to a smooth run-up tongue at the beach that is in qualitative agreement with experiment.     

Sloshing in a three-dimensional rectangular tank: Numerical simulation and experimental validation

Pressure variations and three-dimensional effects on liquid sloshing loads in a moving partially filled rectangular tank have been carried out numerically and experimentally. A numerical algorithm based on the volume of fluid (VOF) technique is used to study the non-linear behavior and damping characteristics of liquid sloshing. A moving coordinate system is used to include the non-linearity and avoid the complex boundary conditions of moving walls. The numerical model solves the complete Navier–Stokes equations in primitive variables by using of the finite difference approximations. In order to mitigate a series of discrete impacts, the signal computed is averaged over several time steps. In order to assess the accuracy of the method used, computations are compared with the experimental results. Several configurations of both baffled and unbaffled tanks are studied. Comparisons show good agreement for both impact and non- impact type slosh loads in the cases investigated.     

Validation of a regional Indonesian Seas model based on a comparison between model and INSTANT transports

The International Nusantara Stratification and Transport (INSTANT) program measured currents through multiple Indonesian Seas passages simultaneously over a three-year period (from January 2004 to December 2006). The Indonesian Seas region has presented numerous challenges for numerical modelers — the Indonesian Throughflow (ITF) must pass over shallow sills, into deep basins, and through narrow constrictions on its way from the Pacific to the Indian Ocean. As an important region in the global climate puzzle, a number of models have been used to try and best simulate this throughflow. In an attempt to validate our model, we present a comparison between the transports calculated from our model and those calculated from the INSTANT in situ measurements at five passages within the Indonesian Seas (Labani Channel, Lifamatola Passage, Lombok Strait, Ombai Strait, and Timor Passage). Our Princeton Ocean Model (POM) based regional Indonesian Seas model was originally developed to analyze the influence of bottom topography on the temperature and salinity distributions in the Indonesian seas region, to disclose the path of the South Pacific Water from the continuation of the New Guinea Coastal Current entering the region of interest up to the Lifamatola Passage, and to assess the role of the pressure head in driving the ITF and in determining its total transport. Previous studies found that this model reasonably represents the general long-term flow (seasons) through this region. The INSTANT transports were compared to the results of this regional model over multiple timescales. Overall trends are somewhat represented but changes on timescales shorter than seasonal (three months) and longer than annual were not considered in our model. Normal velocities through each passage during every season are plotted. Daily volume transports and transport-weighted temperature and salinity are plotted and seasonal averages are tabulated.