Variations in the architecture of hydraulic‐jump bar complexes on non‐eroding beds

Sediment accumulation downstream of hydraulic jumps can occur in many settings but the architectures of such deposits are poorly documented. Here, three flume runs were used to examine the influence of sediment grain size and transport rate on the characteristics of hydraulic‐jump unit bars. In one of these runs six hydraulic‐jump unit bars formed a hydraulic‐jump bar complex. In another, the same sediment was supplied more quickly and only two unit bars formed. In the third run with the same sediment supply rate, but different grain size, only one large unit bar formed. All unit bars developed in a similar way but their size and internal architecture differed; they all resulted from a reduction in sediment transport capacity at the transition from supercritical flow to subcritical flow in the hydraulic jump. After initial onset of sedimentation and unit bar formation, generation of subsequent unit bars may be: (i) related to small changes in sediment flux; and (ii) independent of changes in the hydraulic jump. Continued sedimentation caused changes from oscillating to weak hydraulic jumps and hydraulic‐jump unit bars formed in both circumstances. The flow of water and suspended sediment becomes shallower over the lee of the bar complex. This leads to flow acceleration and a return to supercritical flow conditions. In turn, a chain of such features can form and generate a chute and pool bed morphology. There is an inherent upper size limit to a hydraulic‐jump bar complex due to the changing flow conditions over the growing deposit as the water above it becomes shallower. There is also an amplitude minimum for the development of foresets and subsequent unit bar growth. Hydraulic‐jump unit bars have architectures that should be recognizable in the rock record and because their size is constrained by the flow conditions, their identification should be useful for interpreting palaeoenvironment.     

皖南山区典型顺层滑坡形成机制研究

皖南山区鸟雀坪滑坡是典型的顺层岩质滑坡,其变形破坏模式为滑移-弯曲,变形破坏过程可分为以下三个阶段:斜坡初始形成,表面卸荷回弹阶段、上部岩体滑移,下部岩体隆起弯曲阶段、滑面贯通—滑坡整体失稳破坏阶段。滑坡形成沿河长200m,纵向长700m,体积约200×104m3的滑坡堆积体,堵塞大源河并强迫河流发生改道。     

贵州东南部浊积岩中金矿的地质特征和成因

文章首次明确提出黔东南天柱县、锦屏县、黎平县以及相邻的湖南省靖县、会同县、洪江县存在浊积岩型金矿。研究发现,这些金矿均产在加里东皱褶带中,它们产于背斜的轴部,向两翼延伸,形成平行于地层的石英脉;另一种石英脉则充填于褶皱和剪切作用形成的剪切带或断裂带中。这些褶皱和断裂均呈北东方向。黔东南地区的浊积岩型金矿,均赋存于前震旦系下江群浊积岩中,产在板岩、凝灰岩或者在板岩和砂岩交界处。石英脉中金的富集与黄铁矿、毒砂、闪锌矿、方铅矿等密切相关。细脉比宽脉更富集金,断裂交叉处更富含金。石英脉两侧(尤其是顺层石英脉)的蚀变很弱,主要为硅化和绿泥石化。应用RB_SR方法测得石英脉的年龄为370～450Ma,成矿时代应在加里东期或期后。黔东南浊积岩金矿在品位(多数可见明金)、储量和产量方面均很有前景,研究它们具有十分重要的学术价值和经济意义。     

Heterogeneous transition dynamic equations and the self-organized origin of the nesting rhythmic beddings in Panzhihua lithosomes

Dynamic equations were developed for heterogeneous phase-transition in a system of coupled nucleation, growth and ripening. Based on these equations, a self-organized origin of small-scale nesting rhythmic beddings in Pahzhihua lithosomes was investigated and the results showed that the beddings could be formed by the cross supersaturated nucleation-crystallization of augite and feldspar successively. This process could be implemented by coupling with supersaturated nucleation, Ostwald ripening, component diffusion and the primary grain diffusion under a proper temperature gradient. The slightly intensive supersaturated nucleation and Ostwald ripening occurring in Panzhihua lithosomes may relate closely to the mineral components such as V-Ti-Maanetite.     

外套框架加层结构利用摩擦和消能装置试验及构造措施研究

本文提出了在外套框架加层结构中采用摩擦阻尼器和砂垫层作为减震装置，进行增设摩擦和消能的加层结构模型的振动台试验，结果表明，采用摩擦和消能装置能有效地减小加层结构的地震反应。在此基础上，对采用摩擦和消能装置加层结构的构造措施进行了研究。     

路基压实质量快速监测仪器研制

根据瞬态瑞利波原理,研制路基压实质量快速监测仪器,探讨了仪器研制的关键技术,通过1 000多组对比试验,建立了地基系数K30和瑞利波波速RV的数学关系式。该仪器具有准确、快速、轻便的特点,可以替代K30、压实度等试验。     

华北地台东缘早元古代隆—滑构造模式

研究华北地台东部边缘早元古代拉伸构造及与变质核杂岩的比较，提出了隆－滑构造模式。它一般发生大规模收缩造山作用之前，由于区域拉伸作用，导致下地幔上隆，形成了岩浆隆起或基底隆起，使上覆盖层发生重力滑脱。该模式由核部隆起，上部盖层和其间的拆离韧性发带组成。     

海滩层理中的反递变纹层

本文提出海滩反递变纹层自下而上粒度由小到大,重矿物富集于纹层底部,它是前滨冲流“剪切分选”的产物。原生反递变纹层常被激浪破坏和再造,遇到后期加积海滩过程时,才能保存于海滩层理中。海滩层理的现场观测是研究海滩层理反递变纹层形成机理的重要方法之一。     

火山岩层原始构造节理研究的一种数学分析方法及其应用

根据原始构造节理系统中节理间特殊的几何关系,本文提出一种数学分析方法及其电算程序,对其进行了研究。宁芜地区一些古火山构造用该法解析成功的实例,证明此种方法是可行的。     

层理面特性对砂岩断裂力学行为的影响研究

层理弱面对层状岩石的力学特性影响较显著，为了研究层理面特性对岩石断裂力学特性的影响，开展了具有不同层理方向的砂岩试样三点弯试验，探讨了砂岩断裂韧度及断裂模式的各向异性。之后基于有限元中的黏聚单元建立了数值模型，采用数值模拟方法研究了层理面强度对各层理角度试样断裂力学行为的影响规律。结果表明：层理方向影响下砂岩的断裂韧度及模式存在各向异性；同一层理方向试样的断裂韧度随层理面强度的增大而增大，且试样的层理面与加载方向夹角越小，断裂韧度受层理面强度变化影响越明显；试样的断裂模式不仅与层理面强度有关，还受层理倾角的控制，层理面与加载方向夹角θ = 0o试样断裂模式基本不受层理面强度影响，θ = 30o试样主要沿层理面张拉或剪切破坏，且沿层理面的破裂长度随层理面强度的降低逐渐增大；层理面强度较大时，θ = 45o试样主要沿层理面张拉破坏，θ = 60o～90o试样主要以贯穿层理的张拉破坏为主；层理面强度较小时，θ = 45o～90o试样均以沿层理面的剪切破坏为主，其中θ = 45o试样沿层理剪切长度最大。另外，通过数值模拟结果分析了层理面强度及方向对试样的起裂角及裂纹扩展路径产生的影响。该研究成果可作为层状岩石断裂力学理论的有益补充。