航空重力数据向下延拓的倒锥法(上)——方法的提出和存在性

基于离散 Possion积分提出了一种灵活直接的向下延拓新方法 ,证明了方法的存在性 ,利用模拟数据进行的数值实验取得了很好的效果。     

A small-scale field check on the Fisher–Lehmann and Bakker–Le Heux cliff degradation models

The paper considers the development of initially straight, steep rock cliffs, bounded above and below by horizontal surfaces, in which basal debris removal is zero and degradation occurs by the weathering away of fine debris from the cliff face to form a scree at its foot. Of the slope degradation models available, the two earliest and simplest, namely the Fisher–Lehmann and the Bakker–Le Heux models, are regarded as most relevant and are briefly summarized. The main purpose of the paper is to check the predictions of these models, particularly with regard to the shape of the rock surface buried beneath the scree, against field data. Such data are sparse. It is concluded that the best field case currently available, despite its small scale, is that provided by the 1·75 m deep ditch which forms part of the experimental earthwork in the chalk on Overton Down, Wiltshire. The predictions of the two models are checked against field measurements made of the stage of degradation reached on each face of the ditch by July 1968, eight years after its excavation. These stages were influenced to different degrees by the presence of a surface turf layer. For the NE face, where this influence was least, the agreement of the predictions of the Fisher–Lehmann model with the actual rock profile is excellent and that of the Bakker–Le Heux model only marginally less so. For the SW face, as expected, the agreements are somewhat less close. These results may be to some extent fortuitous because of the influence of the turves and because the scree slopes tend to be concave rather than rectilinear, as assumed. Also, the free faces decline with time in a manner intermediate between those assumed in the two models. Larger scale field checks are clearly desirable before firm general conclusions can be drawn. Rates of crest recession for the Overton Down ditch are logarithmic with time after a very rapid initial phase. Extrapolation from the early phase of this logarithmic behaviour leads to a close estimate of the time needed for the slope to develop fully. The associated ultimate crest recession is also closely predicted by equations derived from both models. © 1998 John Wiley & Sons, Ltd.     

黄土高原复杂地形上边界层低空急流对近地层湍流的影响

利用中尺度气象数值模式（Weather Research and Forecasting Model,WRF）模拟风场,结合兰州大学半干旱气候与环境观测站（Semi-Arid Climate and Environment Observatory of Lanzhou University,SACOL）湍流观测资料,分析了黄土高原复杂地形上稳定边界层低空急流对近地层湍流活动的影响.黄土高原复杂地形上稳定边界层低空急流的形成与地形作用引发的局地环流有关.低空急流对近地层湍流活动有强烈影响,剪切作用使小尺度湍涡活动加剧,湍动能增大,同时非平稳运动被压制.低空急流发生时,观测数据有87.3%是弱稳定情形（梯度理查森数小于0.25）;而无低空急流时,对应时段的观测表明65.4%属于强稳定层结（梯度理查森数大于0.3）,非平稳运动造成湍流功率谱在低频端迅速增大.与无低空急流和弱低空急流情形相比,强低空急流发生时,近地层湍动能增大1倍,湍动能在垂直方向上的传递增大1个量级,且方向向下,约为-3 × 10^-3 m³·s^-3,湍流在上层产生并向下传递.     

Vertebrates from the Late Triassic Thecodontosaurus-bearing rocks of Durdham Down,Clifton (Bristol,UK)

Since the discovery of the basal sauropodomorph dinosaur Thecodontosaurus in the 1830s, the associated fauna from the Triassic fissures at Durdham Down (Bristol, UK) has not been investigated, largely because the quarries are built over. Other fissure sites around the Bristol Channel show that dinosaurs represented a minor part of the fauna of the Late Triassic archipelago. Here we present data on microvertebrates from the original Durdham Down fissure rocks, which considerably expand the taxonomic diversity of the island fauna, revealing that it was dominated by the sphenodontian Diphydontosaurus, and that archosauromorphs, including sphenosuchian crocodylomorphs, coelophysoid theropods, and the basal sauropodomorph Thecodontosaurus, were diverse. Importantly, a few fish teeth provide new information about the debated age of the fissure deposit, which is identified as lower Rhaetian. Thecodontosaurus had been assigned an age range over 20–25 Myr of the Late Triassic, so this narrower age determination (209.5–204 Myr) is important for studies of early dinosaurian evolution.     

江川清水沟磷矿采空区底板边坡下滑的原因分析及防治

近年来，江川清水沟磷矿随开采台阶的不断下延，采空区面积将逐年增大，每年均发生采空区底板坡下滑，直接影响矿山生产的顺利进行，且造成大量水土流失，根据矿区地质并通过现场分析研究，得出影响边坡下滑的几种因素，并有放矢地在东，北两矿段采空区采取了防治措施，取得了较好效果，可供同类矿山作参考。     

顺斜向坡变形破坏特征研究

本文通过对黄河上游某水电站坝前坝后顺斜向坡变形破坏特征的分析,提出了顺斜向坡的变形破坏类型分类,并对边坡产生旋转滑移破坏的临界条件作了分析。     

非线性海床土对钢悬链式立管触地点动力响应和疲劳损伤影响分析

基于钢悬链式立管(SCR)动力分析程序CABLE3D,采用大挠度柔性梁理论建立SCR的运动方程,将线性海床模型扩展为考虑海床土吸力的非线性海床模型,采用非线性有限元方法对控制方程进行离散,时域内积分采用Newmark-β法,开发出新的计算程序。通过算例分析上部浮体垂荡运动幅值、海床土剪切强度、海床土剪切强度梯度对SCR触地点区域动力响应和疲劳损伤的影响。分析结果表明:SCR触地点区域动力响应和疲劳损伤对上部浮体垂荡运动幅值和海床土剪切强度的变化较为敏感,疲劳损伤在触地点区域最大,远大于悬垂段和流线段,在设计过程中应采取一定的加强措施。