青藏高原净生态系统碳交换量的遥感评估模型研究

青藏高原作为世界海拔最高的区域,是全球气候变化的敏感区之一。定量估算这一区域的净生态系统碳交换量（NEE）有利于理解陆地生态系统碳平衡对未来气候变化的响应。本文构建了一个模拟该地区NEE动态变化的净碳收支模型（NCBM）。该模型由来源于MODIS影像的增强型植被指数（EVI）、陆地表面水分指数（LSWI）以及来源于地面观测的空气温度和短波辐射共同驱动,并利用青藏高原地区的3种植被类型（包括高寒灌丛、高寒湿地和高寒草甸）的碳通量长期观测数据对模型进行了校准和验证。结果表明,在模型校准站点年,NCBM模型可以模拟NEE观测值81%的变化,均方根误差（RMSE）为0.03molC/m2/d,模型效率（EF）为0.81。在模型验证站点年,NCBM模型可以预测NEE观测值84%的变化,RMSE为0.03molC/m2/d,EF为0.81。在大多数情况下,NCBM模型可以清晰地模拟各植被类型的NEE季节和年际变化。此外,NCBM模型因为结构简单,模型驱动变量易于获取等优势,具有在区域尺度上模拟NEE时空变化的潜力。但是该模型还需要进一步的改进和发展,特别需要提高对植被非常稀疏地区NEE变化的模拟能力。     

多年冻土地区路基纵向裂缝形成机理研究

多年冻土地区路基纵向裂缝呈现裂缝数量多、规模大、久治不愈的特点.在野外调查纵向裂缝变形特点和多年冻土上限变化规律分析的基础上,发现导致多年冻土地区纵向裂缝产生的原因是路基边坡坡脚下存在不稳定的融化区域,并提出机理分析模型.通过弹塑性有限元分析,研究了路基中的位移、应变变化规律,提出了纵向裂缝形成过程的3个阶段:初始变形阶段、强度破坏阶段和变形失稳阶段;相应于这3个阶段,路基及地基中呈现了三个性状不同的区域:发育区、抑制区和诱发区.为纵向裂缝防治对策的提出提供了依据.     

Stress Field Estimations for Colima Volcano, Mexico, Based on Seismic Data

 For first time, during 1991, seismic activity was recorded during an eruption at Colima volcano. We analyze these data to obtain a stress pattern using a composite focal mechanism technique. From the analysis of regional seismicity, the Tamazula Fault and the Armeria River appear as active features and the dip of the slab east of the Jalisco Block is approximately 12°. Southwest of Colima volcano a vertical alignment of seismic events was observed. We estimate five different composite focal mechanism solutions from our data set, which indicate a change of the stress field at the volcano after the 1991 eruption. These solutions suggest that the stress field in the volcanic edifice was controlled by stresses related to the emplacement of magma superimposed on the regional stress field. No evidence of active local faults in the volcanic edifice was found. We propose a model for the eruptive process that involves tilting of the volcanic edifice. Received: 15 October 1995 / Accepted: 26 October 1998     

广州白云堡豪苑观光塔滑坡的形成与防治研究

以往常有两种误区：(1)认为单斜岩层边坡只要坡脚处岩层不被切断，就不会破坏；(2)植树绿化和排水设施的设置总是对边坡的稳定性有利的。文章通过野外调查和力学模型分析了坡脚处岩层未被切断的白云堡豪苑观光塔处单斜岩层滑坡的形成机制，认为该滑坡属于顺层边坡溃屈型的板裂破坏——溃屈破坏，分析了滑坡的稳定性及剩余滑动力。分析表明，人工开挖后边坡的防治方法和措施不当对该滑坡的产生起了非常关键性的作用，其中盲目的植树绿化和排水沟设置成了边坡不稳定的主要诱导因素。由此可见，边坡(滑坡)防治措施的选择对其稳定性具有非常重要的意义。最后，提出切中要害的滑坡防治方案。     

深圳市景亿山庄滑坡特征及成因分析

根据现场工程地质调查和勘察,论文深入分析了景亿山庄滑坡的变形特征、性质、变形机制,并探讨了滑坡的成因。指出在具有剥蚀残丘地貌特征的场地开挖以砂岩残积物为主要组成物质的边坡时,边坡高陡是造成边坡变形破坏的主要因素。长时间的持续降雨是诱发因素。对于陡倾原生节理裂隙发育的土质和类土质边坡,滑坡周界受边坡体内原生节理裂隙控制,滑坡后缘常沿该陡倾的节理裂隙发育。在深圳等降雨量大的亚热带气候区,若坡体内没有不利于边坡稳定的各种结构面,当边坡开挖高度不超过20m,总体坡率不陡于1∶1时,边坡能够保持短期稳定。但长期稳定性受当地降雨量和降雨强度的控制,开挖后若不采取适当的加固措施,易发生滑坡等浅层病害。其病害从孕育到发生可持续长达10a之久。通过论文的研究,可供在类似地区开挖边坡、整治边坡病害借鉴。     

基于投影变换的线阵旋转扫描相机标定方法

针对线阵旋转扫描相机标定数据难以获取及模型解算不稳定的问题,提出了一种基于投影变换的线阵旋转扫描相机标定方法。首先构建了一种新的线阵旋转扫描相机成像模型,该模型可以根据相机旋转平台参数、线阵旋转扫描相机成像平面与其切平面的位置关系将旋转扫描图像投影为框幅式图像;然后根据构建出的成像模型,采用直接线性变换法和非线性优化方法进行相机标定和参数优化。试验结果表明,此方法简单易行,具有较高的精度。     

桂北地区剪切带型金矿成矿机理研究

桂北地区金矿划分为石英脉型、石英细脉带型和构造蚀变岩型金矿.不同级别剪切带构造控制矿化集中区、矿床、矿体分布以及矿脉形态、产状和矿化类型,具有上部石英脉型、中部石英细脉带型、下部构造蚀变岩型金矿的矿化分带模式.金质矿源主要来源于上地壳围岩,硫源主要来自深部,金矿成矿溶液主要来源于大气降水,热源来自变质和构造运动,成矿时代主要为燕山期.矿床成因属是产于前寒武纪浅变质碎屑岩系的与脆一韧性剪切带有关的中低温热液脉状金矿.     

新疆柯坪新生代推覆岩席的走向连接与成因分析

柯坪断隆新生代推覆构造是南天山南缘冲断系统的一部分,断隆上多排逆冲岩席被数条横向断裂复杂化,致使不同地段岩席排数不等,各排岩席在走向上的对应关系不明,形成了十分奇特的山弯构造.逆冲岩席的变形特点是南天山新生代造山运动的重要表征.笔者通过卫星影像分析和野外路线地质调查,对横向断裂切割各排逆冲岩席之切点部位的构造特征及岩席内部中小型构造所显示的成因信息进行了详细分析,据此,对复杂岩席在走向上进行了连接,对其数量进行了识别.在此基础上,提出了复杂岩席成因的斜冲褶皱模式,即在北西向应力场持续作用下,岩席向南东斜冲,并在其水平位移分量作用下,沿走向发生褶皱和斜冲错断:横向断裂是多排岩席褶皱翼部扭性断层的发展和连通.     

模拟地震的弹簧滑块模型的混沌运动

我们构造了一种自由度为２的双弹簧滑块系统，讨论模型参数的不均匀性和滑块间的相互作用与复杂现象的关系。假定滑块在所受力小于其静摩擦力时保持静止，因此，只有发生了滑动，两滑块所受力之差才改变。如果我们以两滑块受力之差为变量，就可以构造一种一维的映射。这种映射直观地显示了系统的演化，反映了方程终态解的形态。结果表明，用混沌运动来描述地震现象可能是较为合理的。     

Analysis of snowpack dynamics during the spring melt season for a sub‐alpine site using point measurements and numerical modeling

Snowpack dynamics through October 2014–June 2017 were described for a forested, sub‐alpine field site in southeastern Wyoming. Point measurements of wetness and density were combined with numerical modeling and continuous time series of snow depth, snow temperature, and snowpack outflow to identify 5 major classes of distinct snowpack conditions. Class (i) is characterized by no snowpack outflow and variable average snowpack temperature and density. Class (ii) is characterized by short durations of liquid water in the upper snowpack, snowpack outflow values of 0.0008–0.005 cm hr^?1, an increase in snowpack temperature, and average snow density between 0.25–0.35 g cm^?3. Class (iii) is characterized by a partially saturated wetness profile, snowpack outflow values of 0.005–0.25 cm hr^?1, snowpack temperature near 0 °C, and average snow density between 0.25–0.40 g cm^?3. Class (iv) is characterized by strong diurnal snowpack outflow pattern with values as high as 0.75 cm hr^?1, stable snowpack temperature near 0 °C, and stable average snow density between 0.35–0.45 g cm^?3. Class (v) occurs intermittently between Classes (ii)–(iv) and displays low snowpack outflow values between 0.0008–0.04 cm hr^?1, a slight decrease in temperature relative to the preceding class, and similar densities to the preceding class. Numerical modeling of snowpack properties with SNOWPACK using both the Storage Threshold scheme and Richards' equation was used to quantify the effect of snowpack capillarity on predictions of snowpack outflow and other snowpack properties. Results indicate that both simulations are able to predict snow depth, snow temperature, and snow density reasonably well with little difference between the 2 water transport schemes. Richards' equation more accurately simulates the timing of snowpack outflow over the Storage Threshold scheme, especially early in the melt season and at diurnal timescales.