南海东北部陆坡天然气水合物区的滑塌和泥火山活动

本文研究了南海东北部陆坡天然气水合物区滑塌和泥火山活动的特征及表现形式,探讨了滑塌和泥火山活动对天然气水合物成藏的影响,提出了滑塌主导和滑塌、泥火山共同作用两种控制模式。根据地震数据、浅层剖面和海底地形数据解释,将研究区划分为规则滑塌区和泥火山活动影响区,并识别出泥火山、泥火山脊、凹槽、凹坑等特征地形。滑塌和泥火山活动是陆坡天然气水合物发育区重要的地形控制因素,两种活动共同作用产生复杂的地形特征。综合多条地震测线中似海底反射层(BSR)形态、连续性和滑塌、泥火山活动的关系,认为滑塌控制的区域,BSR连续,天然气水合物储藏较完整,泥火山活动区天然气水合物储藏也仅受到局部破坏。同时指出滑塌和泥火山活动对研究区长期天然气渗漏活动具有重要作用。     

广东省北江流域坡向与海拔对汛期降水量的影响

利用1956—2000年广东省北江流域40个水文站逐月降水量资料,统计北江流域汛期降水量与山地坡向及海拔高度的关系特征。利用地理加权回归 (GWR) 方法消除站点空间位置不同带来的宏观地理因子影响后,进行多年平均汛期降水量随海拔高度变化的相关分析,根据其点聚程度分区,研究降水量随海拔高度的变化规律。结果表明:广东省北江流域汛期降水量总体上呈纬向空间分布,由南至北逐渐减少,其中多雨区位于北江流域的东南部;在流域中部的英德至流域南部的清远之间的干流附近存在稳定的多雨中心。4个子区域最大降水量高度不同,由南至北分别为77.3 m,408.4 m,353.6 m和376.9 m,相对应的最大降水量分别为1566.2 mm,1467.4 mm,1295.9 mm和1151.5 mm。广东省北江流域汛期降水量变差系数由西南至东北依次增大,说明降水量的年际变化呈北大南小的空间分布规律。     

强震作用下坡顶建筑荷载对边坡稳定性影响研究

为研究强震作用下坡顶建筑荷载对边坡稳定性的影响,结合黄土地区典型建筑的临坡分布特点,在利用模型试验探讨黄土边坡破坏特点的基础上,结合有限元模拟软件建立不同临坡距离建筑荷载下的三维边坡模型。通过分析边坡总位移云图、水平向位移云图及最大剪应变云图,判断坡体潜在危险区域的变化规律。研究结果表明,随着坡顶建筑临坡距离的增加,顶部荷载变形区域与边坡潜在滑动面的重合区域递减,在距坡顶20 m外不再受到来自边坡潜在风险滑动面的影响。     

基于约束Delaunay三角网的斜坡符号生成算法

分析了地图自动成图中斜坡坡面符号生成算法的基本原理,据此将斜坡分成梯形斜坡、矩形斜坡、倒梯形斜坡三种类型,并概括了他们的特点,介绍了已有的斜坡坡面符号生成算法及其优缺点,在此基础上,提出了一种基于约束Delaunay三角网的斜坡坡面符号生成算法,对预处理后的上下坡脚线建立约束Delaunay三角网,根据三角形组合的不同特点,将三角形的组合分类成两种类型,依次寻找匹配点,最后生成斜坡符号线。此算法避免了斜坡坡面符号线相交等情况,亦可用于栅栏等地图符号的自动生成。     

Evolution stages of large deep-seated landslides at the front of a subalpine meridional chain (Maritime-Alps, France)

Studying long term-evolution of gravitational slope evolution is a key to understanding deep-seated landslide processes. This paper deals with three large Deep-Seated Landslides (DSLs) at a front of a subalpine meridional chain, on the “La Marbrière” slope near the town of Grasse (Alpes-Maritimes, France). The geological framework controlling the stability and morphology of the DSLs is associated with thick and tamped Triassic layers of mudstone with gypsum overlain by highly faulted Jurassic limestone. Gravitational deformation affects the entire slope, involving a movement of about 1.1 × 10⁸ m³ of rock material. It creates large disturbances in landscape morphology, such as scarps, counter-slope scarps, trenches and other typical gravitational morpho-structures. Geomorphological mapping coupled with deep electrical resistivity tomography (ERT) reveals a strong correlation between these morpho-structures and inherited brittle tectonic features. This observation relies on spatial and geometrical relations (on the surface and at the depth of more than 150 m, checked by ERT) between the most persistent fault and the gravitational morpho-structures. The specific distribution of the morpho-structures on the basis of their morphological typologies and variations in the stage of evolution of three DSLs provides an interpretation of their kinematics during the last 400 ka. It appears that soft substratums combined with inherited persistent anisotropies are key factors in the development of the DSLs. Indeed, outflow of mudstone due to the lithostatic pressure imposed by individual limestone compartments has led to general slope subsidence. Then, a progressive toppling of a rock mass may have led to the catastrophic rock collapse along bedding planes.The evolution of the DSLs can be divided into three distinct stages represented by three zones: a young collapse stage (zone 1), a pre-collapse stage (zone 2) and an old mature stage (> 400 ka, zone 3). As the DSLs occur on the same slope and in the same geological context, this area offers interesting perspectives for understanding factors controlling the long-term gravitational evolution of slopes.     

Dynamics analysis on transverse cutting mechanism of straw checkerboard paving robot

The transverse cutting mechanism of the checkerboard paving robot, which directly affects the robot’s operation, is regarded as the most important part in a transverse pavement system. This research aims at designing a new system which is appropriate for desert working environments and finishing cutting the rope of straw. In this paper, computer emulating technology is applied, and with three-dimensional modeling by Pro/ENGINEER software, can observe whether or not interference exists. Also, the speed and displacement parameters of the main parts of the cutting system are given by the dynamic emulation by Automatic Dynamic Analysis of Mechanical System (ADAMS), which theoretically assures the feasibility and appropriateness of the cutting mechanism. Finally, results of the experiment shows that the cutting mechanism can cut the straw strand as designed.     

Parameterizations of the daytime friction velocity,temperature scale,and upslope flow over gently inclined terrain in calm synoptic conditions

A set of new parameterizations for the friction velocity and temperature scale over gently sloped terrain and in calm synoptic conditions are theoretically derived. The friction velocity is found to be proportional to the product of the square root of the total accumulated heating in the boundary layer and the sinusoidal function of the slope angle, while the temperature scale is proportional to the product of the boundary layer depth, the sinusoidal function of the slope angle and the potential temperature gradient in the free atmosphere. Using the new friction velocity parameterization, together with a parameterization of eddy diffusivity and an initial potential temperature profile around sunrise, an improved parameterization for the thermally induced upslope flow profile is derived by solving the Prandtl equations. The upslope flow profile is found to be simply proportional to the friction velocity.     

南海北部陆坡深水曲流水道的识别及成因

深水水道是深水沉积体系中重要的组成单元,其作为潜在的油气储集体也被油气行业所关注。深水水道多处于深水环境下的沉积地层中,因此对于其直接的观测和研究都比较困难。基于近年新采集的多道2 D和3 D地震资料,利用相干时间切片、RMS均方根振幅、3D振幅可视化等地球物理手段对南海北部陆坡深水水道进行了识别和研究。该水道为更新世深水曲流水道,与来自中南半岛的浊流侵蚀有关,水道呈SW—NE向展布,侧向侵蚀特征明显。3D振幅可视化图显示该水道轴部为强振幅反射,推测为富砂充填,其余部分为弱振幅反射,推测为富泥充填,这点与世界已钻水道特征一致。深水曲流水道的形成过程和内部结构复杂,其内部砂体与泥岩常互层出现,泥岩的封堵作用会阻碍流体的流动或形成超压,同时也可起到良好的盖层作用,因此对于深水曲流水道的勘探和开发要重视这个问题。      

柴达木盆地阿尔金斜坡带构造特征与阿尔金断裂形成时间讨论——以月牙山地区为例

研究区位于柴达木盆地阿尔金斜坡带的中段,跨越柴达木盆地、阿尔金断裂和索尔库里盆地三个构造单元,阿尔金斜坡带总体上表现为大致向南倾斜的斜坡,是一个在三位空间上变化的曲面,其包络面的走向与阿尔金断裂的走向基本一致。阿尔金斜坡带由与阿尔金断裂伴生的轴向近东西、靠近断裂逐渐向其收敛的背斜构成,在阿尔金山前表现为一系列斜列鼻状构造,在空间上呈宽缓的、隆拗相间的有规律性变化,在大部分地段表现为由堆垛式双重构造自北向南的逆冲作用形成的大型背斜的前翼。根据背斜前翼生长地层确定阿尔金断裂自下干柴沟组上段沉积时期(38Ma)开始形成,至今一直处于持续的活动状态。在下干柴沟组上段至上油砂山组沉积时期(38～8.1Ma),断裂的活动强度较小,自狮子沟组沉积开始(8.1Ma),断裂的活动强度明显增大。     

明渠恒定渐变流底坡计算研究

在渠道设计中,通常按明渠均匀流计算渠道底坡.当渠道较短时,不能形成均匀流,则需按恒定渐变流理论计算渠道底坡,至今尚未发现探讨该类问题的文献.因此本文结合工程实例,分析了四种类型的水面线和渠道底坡间的关系,以及相应的底坡搜索区间,最后用性能稳健的二分法计算出了渠道底坡值.