梯级水库水温影响的极限

水库的修建给防洪、发电、灌溉、供水等带来巨大经济效益的同时,也对环境产生一定的影响,尤其是水库泄流对下游河道水温的改变,扰乱下游动、植物繁殖与生长的自然节律,而梯级水库无疑将这一影响进行了放大。为研究水库梯级修建对水温的极限影响,构建了虚拟水库Alpha,并使Alpha水库首尾相连无限叠加,采用宽度平均的立面二维数学模型CE-QUAL-W2对梯级水库水温进行模拟。结果表明:河流梯级开发带来的水温累积影响存在极限,梯级开发使水温分层现象极大地弱化,但库区分层结构不会消失;经过22个梯级调节,水库下泄水温相对来流水温不再变化,在同一时刻、同一位置无论是表层水温还是库底水温均与上游梯级相同,库区流场也与上游流场相同;水库水温累积影响达到极限表明入流热量、出流热量完全达到平衡。     

湖南第四纪地层划分及其下限

根据第四纪沉积物特征、孢粉组合、古脊椎动物、古地磁等有关资料，将湖南省区内第四系地层自老至新划分为：泪罗组、新开铺组、陈家咀组、白沙井组、马王堆组、白水江组、丁蜀组及水陆洲组等。原划为早更新世湖仙山组或伍家峪组均为上新世乃至中新世地层，并确定其第四纪下限为２５ＭａＢ．Ｐ．     

新疆库鲁克塔格地区特瑞爱肯冰期下限及沉积物源分析

本文通过对新疆库鲁克塔格地区特瑞爱肯组底部含冰碛砾砂质泥岩的碎屑锆石进行U-Pb年龄测定,获得100组U-Pb年龄有效数据,最年轻碎屑锆石U-Pb年龄652.5±12.0 Ma,该年龄代表了特瑞爱肯组的最大沉积年龄,也表示特瑞爱肯冰期的下限。本文获得的特瑞爱肯冰期下限与南沱冰期、Marinoan冰期下限较为一致,认为三者的发生具有等时性。对其余较老年龄分析,U-Pb年龄峰值为800 Ma和1911 Ma的碎屑锆石具有显著优势,特瑞爱肯冰期的沉积物源主要为来自715～887 Ma、1700～2300 Ma及2400～2800 M的岩石。     

三维块体元塑性极限分析下限法

基于块体元离散思想,将三维边坡离散为块体-结构面组成的块体系统,假定块体为刚体,以结构面上的应力为未知量;从下限定理出发,构造满足平衡条件、边界条件和屈服条件的静力许可场,平衡方程严格满足3方向力平衡及绕3个主轴方向的力矩平衡条件,为避免非线性规划,对屈服条件进行线性化处理;最后,建立了下限法数学规划模型,通过线性及非线性规划获得边坡稳定严格的下限解。用几个典型算例验证了文中方法的正确性及可行性。     

滇东下寒武统含磷岩系底部火山喷发事件沉积及其意义

云南曲靖德泽剖面下寒武统梅树村组待补段底和晋宁梅树村剖面小歪头山段底粘土岩层的岩石、矿物和元素地球化学特征表明，这些粘土岩层是由酸性火山灰蚀变而成的变斑脱岩。它们是同期火山喷发事件沉积的标志，也是滇东地区下寒武统梅树村组底界等时对比的标志层。根据这个标志层以及小歪头山段和待补段沉积序列的对比，梅树村剖面小歪头山段仅相当于小江断裂以东地区的待补段下部白云岩层，缺失上部硅质岩层，因而它不能代表滇东地区下寒武统梅树村组下段的沉积序列。     

Bearing capacity of two interfering strip footings from lower bound finite elements limit analysis

A rigorous lower bound solution, with the usage of the finite elements limit analysis, has been obtained for finding the ultimate bearing capacity of two interfering strip footings placed on a sandy medium. Smooth as well as rough footing–soil interfaces are considered in the analysis. The failure load for an interfering footing becomes always greater than that for a single isolated footing. The effect of the interference on the failure load (i) for rough footings becomes greater than that for smooth footings, (ii) increases with an increase in ?, and (iii) becomes almost negligible beyond S/B > 3. Compared with various theoretical and experimental results reported in literature, the present analysis generally provides the lowest magnitude of the collapse load. Copyright © 2011 John Wiley & Sons, Ltd.     

基于下限原理有限元的强度折减法

对于岩土工程中常用的强度折减系数,其规划问题是非线性的,不能直接利用线性规划进行求解。基于四边形单元的下限原理有限元法,根据强度折减系数与超载系数近似符合双曲函数的特点,通过调整强度参数使得超载系数逼近于1[1],可将边坡稳定性分析中常用的强度折减系数的非线性规划求解转化为线性规划求解问题。分析表明,采用拟合双曲线插值法求解强度折减系数的计算效率高于常规的二分法及割线法,且具有较好的收敛性;该方法能够充分利用当前高效的线性规划算法,便于工程应用。     

Bearing capacity of interfering multiple strip footings by using lower bound finite elements limit analysis

The ultimate bearing capacity of a number of multiple strip footings, identically spaced and equally loaded to failure at the same time, is computed by using the lower bound limit analysis in combination with finite elements. The efficiency factor (ξ_γ), due to the component of soil unit weight, is computed with respect to changes in the clear spacing (S) between the footings. It is noted that the failure load for a footing in the group becomes always greater than that of a single isolated footing. The values of ξ_γ for the smooth footings are found to be always lower than the rough footings. The values of ξ_γ are found to increase continuously with a decrease in the spacing between footings. As compared to the available theoretical and experimental results reported in literature, the present analysis provides generally a little lower values of ξ_γ.     

基于人工智能的钻速预测模型数据有效性下限分析

钻速预测对于优化钻探工艺、降低作业成本、实现科学钻探具有重要意义,它是钻探钻井作业的一项重要内容。基于人工智能的钻速预测精度令人瞩目,但该技术需求的海量数据对传统钻探钻井作业的要求较高。为明确使用人工智能建立钻速预测模型的最少数据量,本文基于中国南海10口井的21917条数据进行了分析。通过相关性分析,所有的输入参数可被划分为高、中、低相关性3大类。通过逐步引入参数建立预测模型和对比预测精度,发现当引入的参数数量足够时,3种相关性参数均可建立起高精度（≥85%）的预测模型。引入参数的相关性越高,建立高精度预测模型需求的参数量越少。通过逐步扩大取样间隔的方式,对比发现所有的预测模型均呈现随取样间隔的增大、预测模型的准确性降低的规律。而预测模型建模的取样间隔下限可通过寻找精度降低时的拐点获得。经过验证,在数据维度与取样精度均为下限时,基于3种相关性参数建立的BP神经网络预测模型仍然能够获得较高的预测精度。     

涠西南凹陷11-7构造区流沙港组中深层有效储层下限厘定

为明确涠西南凹陷11-7构造区流沙港组中深层碎屑岩有效储层物性下限,基于物性、生产测试、试油、压汞及测井综合地质解释等资料,利用分布函数曲线法、动态生产测试法、试油法、束缚水饱和度法及最小有效孔喉半径法,进行有效储层下限的厘定,并以物性差值为对比参数,结合沉积相、砂体厚度、成岩演化、岩石成分和地层压力进行控制因素分析。结果表明:该区有效储层主要受沉积相和砂体厚度因素控制,辫状河三角洲水下分流河道微相储层最好,重力流有效储层发育程度差;次要因素为成岩阶段,相同成岩期内粗粒岩性较中细粒储层物性差值分异幅度大;岩石成分刚性组分含量高,物性差值高,次生孔隙带长石含量高,物性差值高。该区局部超压作用与储层有效性正相关,但影响作用较小。     

High temperature stability limit of phase egg, AlSiO3(OH)

The stability relations of phase egg, AlSiO₃(OH), have been investigated at pressures from 7 to 20 GPa, and temperatures from 900 to 1700 °C in a multi-anvil apparatus. At the lower pressures phase egg breaks down according to the univariant reaction, phase egg = stishovite + topaz-OH, which extends from 1100 °C at 11 GPa to 1400 °C at 13 GPa where it terminates at an invariant point involving corundum. At pressures above the invariant point, the stability of phase egg is limited by the breakdown reaction, phase egg = stishovite + corundum + fluid, which extends from the invariant point to 1700 °C at 20 GPa. Stishovite crystallized in the Al₂O₃-SiO₂-H₂O system contains Al₂O₃, and the amount of Al₂O₃ increases with increasing temperature. It is inferred that the Al₂O₃ content is controlled by the charge-balanced substitution of Si⁴⁺ by Al³⁺ and H⁺. Aluminum-bearing stishovite coexisting with an H₂O-rich fluid may contain a certain amount of water. Therefore, phase egg and stishovite in a subducting slab could transport some H₂O into the deep Earth. Received: 14 October 1998 / Accepted: 19 May 1999     

Experimental studies on the formation of inclusions in plagioclases from metatonalites,Hohe Tauern,Austria (lower temperature stability limit of the paragenesis anorthite plus potash feldspar)

New experimental data are presented at stability conditions of paragenesis in the system K₂O-CaO-Al₂O₃-SiO₂-H₂O. These results are used to estimate the pressure temperature conditions under which minute inclusions, mostly consisting of zoisite/clinozoisite and muscovite, have crystallized in calcic plagioclases from metatonalites and metadiorites (Hohe Tauern, Austria). In the pressure region 1.5–8 kb the following reactions were observed: zoisite+muscovite+quartz=anorthite+potash feldspar+water (1) grossularite+muscovite+quartz=anorthite+potash feldspar+water (2) zoisite+quartz=anorthite+grossularite+water (3) natural plagioclase with its inclusions (zoisite/clinozoisite and muscovite) (4) =more basic plagioclase without inclusions.In order to determine the curves of reaction (1), (2) and (3), runs were made in hydrothermal bombs using synthetic phases crystallized from gels as starting materials. The reaction curves (1), (2) and (3) intersect at an invariant point at 7.25±0.5 kb and 685±20° C. In runs to define the reaction (4), it could be demonstrated that the inclusion minerals zoisite/ clinozoisite and muscovite became instable at slightly lower temperatures than those occurring in reaction (1). These facts illustrate that the reaction curve (1), found in the pure system, gives possible information about the pressure temperature conditions during the formation of the inclusions.     

基于非线性规划的有限元塑性极限分析下限法研究

在分析Sloan建立的有限元塑性极限分析线性规划数学模型存在的局限性基础上,提出了基于非线性规划的有限元塑性极限分析下限法数学模型。采用非线性屈服条件构建了下限法静力容许应力场,建立了求解超载系数、强度储备系数的下限法数学模型,并提出了针对塑性极限分析非线性规划数学模型的求解策略;最后对一个经典算例进行了深入分析,验证了方法的正确性。     

Determination of passive earth pressure with lower bound finite elements limit analysis and modified pseudo-dynamic method

ABSTRACT

The present study deals with the determination of passive earth pressure under seismic condition by following the lower bound finite elements limit analysis and modified pseudo-dynamic methodology. In accordance with the lower bound finite elements formulation, the stress field was modelled using a three-noded triangular elements, while the passive pressure was determined via linear optimisation. The parametric study was performed, for a vertical rigid retaining wall, by varying the magnitude of seismic acceleration in horizontal direction (k_h) between 0 and 0.3, while the vertical seismic acceleration (k_v) was kept equal to 0 or 0.5 k_h. Furthermore, the damping coefficient for dry cohesionless backfill was kept ξ = 10%. The obtained results in various cases were found to be in good agreement with those found in the literature. It is expected that this method can be further used for solving other important geotechnical stability problems.     

The upper limit of glaciation in the Himalayas

On the slopes of Himalayan Mountains there is a reduction and culmination of glaciation at 7000–7200 m asl. The presumed cause for this is that the surface temperatures on these slopes are too low for glaciation. This working hypothesis was verified with temperature measurements using collected infra-red radiation. The regression analysis of the measurements taken in the Mt. Everest region during sunny weather conditions of the post-monsoon season resulted in a 0°C line at 7000–7200 m asl. The coincidence of the 0°C line with the upper limit of glaciation is causally definable with the copula between the function of temperature and snow metamorphism: since it is too cold above 7000–7200 m asl, metamorphism into perennial or galcial ice through settling or sintering is absent or simply too slow. High relief and drifting hinder here the processes of ice-formation through pressure compaction of the dry-snow accumulation caused by molecular diffusion and recrystallization. Above 7200 m only continuous leeward accumulations of shifting snow on wall sections with moderate inclination lead to the formation of seracs. However, glaciation generally ceases at this level. This additionally confirms another study. It has been proven that Himalayan glaciers with catchment areas over 7000 m do not extend further downward than those glaciers whose catchment areas just reach this altitude. A break in balance at 7100 m asl is thereby confirmed, and the upper glacial limit is proven. Above the glacial region a rocky zo ne adjoins with pergelic conditions even in the surface layer. This zone is covered by snow during monsoon season only. Here, the weathering processes take place in an arid environment without thawing and purely by means of temperature variations below 0°C. They could correspond to those occurring on a larger scale on the planets of our solar system.A lowering of the upper glacial limit by at least 660 or 1200 m respectively, analogous to the Pleistocene snow-line depression reconstructed in S Tibet and the Central Himalayas, is assumed during the Ice Age.The author gratefully acknowledges the translation of this paper rendered by Dr. J. A. Hellen, Newcastle-upon-Tyne.     

Rigid block based lower bound limit analysis method for stability analysis of fractured rock mass considering rock bridge effects

A rigid block based lower bound limit analysis method for analyzing stability of fractured rock mass in 2D and 3D conditions is proposed. The rock bridge effects are considered in the general formation. No assumptions are imposed on the inter-element forces, and the solution obtained is statically admissible. The proposed method is theoretically rigorous and simple. The validation and efficiency of the proposed method have been demonstrated through three typical types of slopes, indicating that apart from the fractures, rock bridge plays a key role in stabilizing rock blocks, which should be greatly concerned in stability analysis of rock mass.     

下边界条件对多年冻土温度场变化数值模拟的影响

在气候变暖背景下,北半球多年冻土呈现不同程度的退化趋势,冻土升温、活动层增厚、地下冰消融改变了区域工程地质条件、地形地貌,不仅对寒区环境和工程稳定性造成潜在的威胁,还影响着这些地区的气候、水文和生态过程.因此,准确评估和预估多年冻土热状况的变化具有重要科学和实践意义.现有用于模拟多年冻土热状况的各类模式重点考虑了近地表...     

有效储层物性下限和产能约束下深层碎屑岩储层多参数分类评价方法

合理的储层分类评价方法对深层碎屑岩储层的油气勘探具有重要的意义。以东营凹陷古近系深层碎屑岩储层为研究对象,总结了一套适合于深层碎屑岩储层的"有效储层物性下限和产能约束下碎屑岩储层多参数分类评价方法",即在储层特征和有效储层物性下限研究的基础上,以孔隙度差值和渗透率差值为对比评价参数,分析有效储层发育的主控因素,通过不同控制因素的耦合对储层进行综合分类,以单井经济产能为约束,评价不同类型储层的经济潜力,并采用多种图件叠合的方法预测有效储层分布规律。研究表明,东营凹陷古近系沙河街组深层主要发育湖底扇、近岸水下扇和洪水—漫湖等储集砂体,发育常压、弱超压、中超压及强超压4种压力系统,主要处在中成岩A1亚期、中成岩A2亚期和中成岩B期。在控制有效储层发育的各因素中,沉积作用是最重要的控制因素,成岩作用受控于沉积作用和地层压力。综合考虑有效储层的控制因素,将东营凹陷古近系沙河街组深部储层划分为4类8亚类,以单井经济产能为约束的评价表明,其中Ⅰ类、Ⅱ1亚类及部分Ⅱ2亚类储层为优质储层; 部分Ⅱ2亚类、Ⅲ1亚类储层为中等有效储层; Ⅱ3、Ⅲ2及Ⅲ3亚类储层实施酸化压裂后部分为低等有效储层; Ⅳ类储层为非有效储层。     

千将坪滑坡三维极限平衡分析

千将坪滑坡位于长江南岸支流青干河左岸,是三峡水库蓄水一个月后发生的水库新生型滑坡。通过千将坪滑坡恢复到原貌,采用三维极限平衡法对滑坡的整体稳定性和失稳下滑的触发因素进行了分析,探讨了水库蓄水和连续降雨对滑坡稳定性的影响。计算分析成果表明,水库蓄水后的浸泡软化作用使滑坡体稳定条件急剧恶化,蓄水和强降雨的联合作用最终导致千将坪滑坡产生大规模深层滑动。     

The pre-Holocene marine limit on Hopen, Svalbard

A pre-Holocene marine level is found at 109 m a.s.1. on Hopen. Fragments of Mya truncata and Hiatella arctica occurring on a raised coastal spit at that altitude have been radiocarbon dated to >45,000 BP. The amino acid epimerization of these shells, a clearly mixed sample, correlates with samples from Kongsøya that are of Eemian or Early Weichselian age (alloisoleucine/isoleucine ratios, hydrolysed fraction, between 0.084 and 0.213). No direct evidence, such as striations or roche moutonées, of overriding glacier ice has been found, and no erratics were found above the pre-Holocene marine limit. The existing Holocene shoreline displacement curve, with its upper limit at 60 m a.s.1., is supported by four new radiocarbon dates.