锡林郭勒盟冬季降水分布特征及成因分析

利用气候相似性原理,按照天气系统影响划分气候区,分析锡林郭勒盟冬季降水分布特征及其成因。冬季降水分布特点与其他季节有所不同,西南部和东部各有一大值区,其原因主要是受河套气旋(倒槽)和蒙古冷涡影响造成,山地小气候也起到重要作用。西部地区70年代降水最多,其他地区降水最多的时期是在90年代,2000年以来降水有所减少,异常偏多或偏少的年份多集中于某个时期,具有一定的周期性。     

Decadal link between longitudinal morphological changes in branching channels of Yangtze estuary and movement of the offshore depo-center

In estuaries, the morphology of inland and offshore areas usually evolves synergistically. This study examines the decadal link between longitudinal changes in morphology of branching channels and movement of the offshore depo-center (where sediment deposition rate is maximum) of the Yangtze River estuary, under intense human interference. Integrated data analysis is provided on morphology, runoff discharge, and ebb partition ratio from 1950 to 2017. Channel-volume reductions and change rates between isobaths in branching channels reflect the impact of estuarine engineering projects. Ebb partition ratio and duration of discharge ≥ 60 000 m³ s^-1 act as proxies for the water excavating force in branching channels and runoff intensity. It is found that deposition occurs in the lower/upper sub-reaches (or further downstream/upstream channels) of the inland north/south branching channels, and the offshore depo-center moves southward or southeastward, as runoff intensity grows; the reverse occurs as runoff intensity declines. This is because the horizontal circumfluence in the Yangtze estuary rotates clockwise as ebb partition ratios of the north/south branching channels increase/decrease for increasing runoff, and conversely rotates anticlockwise for decreasing runoff. Land reclamation activities, the Deepwater Channel Project, and the Qingcaosha Reservoir have impacted greatly on longitudinal changes of morphology in the North Branch and the South Passage and on ebb partition ratio variations in the North/South Channel and the North/South Passage. Dam-induced runoff flattening has enhanced deposition in the upper/lower sub-reaches of the north/south branching channels and caused northward movement of the offshore depo-center, except in areas affected by estuarine engineering projects. Dam-induced longitudinal evolution of branching channel morphology and offshore depo-center movement will likely persist in the future, given the ongoing construction of large cascade dams in the upper Yangtze and the completion of major projects in the Yangtze estuary. © 2020 John Wiley & Sons, Ltd.     

主动与被动状态下墙体侧向位移近似计算

极限状态下墙体侧向位移对土压力计算和支挡结构设计影响显著。根据Rankine变形体和Coulomb刚塑体模型,将墙后土体变形分别当作单剪和直剪试验中试样的剪切过程,以达到极限剪切变形（剪应变或单位长度剪切位移）作为进入主被动状态标准,构建了土体变形与墙体位移的几何关系,提出了反映土体变形与强度特性,同时考虑静止时初始应力状态影响的墙体极限侧向位移近似计算模型。分析表明：土体极限剪切变形、滑移区范围、初始应力状态是影响墙体极限位移的核心要素,其中极限剪切变形占据主导作用,是导致不同颗粒组成及密实程度土体进入极限状态所需墙体位移差异显著的主要原因,而主被动区范围不同和因静止土压力系数 1引起的初始剪切变形,则是被动状态墙体位移远大于主动的关键因素;算例中主动与被动状态下墙体位移与墙高之比分别介于0.5‰～13.2‰和?0.4%～?5.2%,且主动状态下细粒土墙体位移大于粗粒土,计算结果与工程经验及相关文献模型试验基本一致。     

Isolation of plane shear wave using water saturated trench barrier

The article presents a theoretical investigation of the propagation of normally and obliquely incident plane shear waves past a rectangular trench filled up with water saturated soil sandwiched between anisotropic elastic media. The motivation for this work is due to the effectiveness of the isolation of waves by the in-filled rectangular trench. Unlike the most of the previous researchers, this model considers the soil–structure interaction effects and directly determines the influence of barrier in the form of in-filled trench on the mode of wave propagation. It is of interest to determine the reflection and transmission coefficients, and the energy partition distribution of shear waves in the in-filled rectangular trench showing the influence of barrier on the propagation of waves. An extensive parametric study through numerical computation is carried out to investigate the influence of the material properties of the in-filled trench and the amplitude ratios on shear waves. The in-filled trench barrier directly declines the intensity of waves significantly in such a way that the waves do not create any hazards to the nearby structures, if exists at all.     

成矿规律若干问题研究

文章特为庆祝北京矿产地质研究院成立50周年而作.内容分3个部分:(1)有色金属矿床成矿分区.论述了重要有色金属(含贵金属)矿床共生组合特点及其产生的原因,包括大陆地壳基底岩层成分分区与后生金属矿床成矿分区的关系;在钾含量高低不同的岩石系列环境中金属矿床产出特点.(2)金属域边缘线性构造成矿相关问题概述.在成矿分区所形成的金属域内,重要有色金属矿床产出特点概括地说是,在空间上产于地质(构造)体的转化(过渡)部位,在时间上形成于成矿地质过程的转化时期,定位于有利的转化界面附近.在此基础上,论述了成矿(区)带产出特点和控制矿田、矿床和矿体产出的构造等.(3)同位成矿及其找矿意义.论述了幔源与壳源在地壳中形成的岩浆房作用下,特别是在上地壳下部产出的影响地域广、关系矿种多的岩浆房和含矿热卤水库的作用下,在陆壳基底成分的支配和影响下,保持相对稳定的成矿热活动中心,具有成矿与保存最佳条件的配置和协同作用,就可产生同位成矿作用,进而形成大型-超大型矿床.     

盾构隧道掘进全过程三维模拟方法及重叠段近接分区研究

合理地模拟盾构隧道掘进的全过程及盾构隧道重叠段近接分区是一个难点。依托深圳地铁3号线红岭中路－老街－晒布段区间重叠隧道工程进行研究,建立了能全面反映盾构隧道掘进全过程的三维模拟方法,并采用摩尔-库仑屈服准则对盾构隧道重叠段进行了横向近接分区,同时采用位移变化速率准则对盾构隧道重叠段进行了纵向近接分区。研究结果表明,盾构隧道重叠段横向近接分区为：F≤F? 时为无影响区,F?＜F＜0时为弱影响区,当F≥0时为强影响区;纵向近接分区为：小于0.3 mm/d为无影响区,0.3～1.5 mm/d为弱影响区,大于1.5 mm/d为强影响区。研究成果应用于红岭中路－老街－晒布段区间重叠隧道取得了良好的效果,并为盾构隧道掘进全过程的数值模拟以及盾构隧道重叠段区间隧道的设计与施工提供了理论支撑,同时亦可为相似工程提供参考。     

基于空间填充曲线排列码划分的并行缓冲区算法

缓冲区计算是地理信息系统空间分析的基本功能之一。在矢量缓冲区研究方面,以往大多聚焦缓冲区生成算法,这些优化方法在单机计算环境中针对大规模空间数量数据的计算效率提升是有限的,因而需要并行环境下的改进方法来进一步破解计算瓶颈。本文基于Map Reduce计算模型和分布式内存计算框架,提出了一种基于空间填充曲线排列码划分的并行缓冲区分析算法(SPBM),基于空间填充曲线编码进行数据排序和范围划分,对跨越网格的数据采用近似切分方法,在考虑负载均衡的前提下对任务并行分解,之后按照给定深度的"树状"方式进行结果合并。本文在单机和集群两种环境下利用实际道路网等数据进行了实验。同等环境下,相较于目前流行的GIS软件——QGIS和Post GIS计算性能提升明显,相较于现有其他并行优化方法效率提升超过50%。这样的优化分析方法对于GIS中其他矢量分析算法的并行算法也具有一定的借鉴意义。     

Influence of shear angle on hangingwall deformation during tectonic inversion

Tectonic inversion is a common phenomenon in island arc settings, especially in back‐arc basins. The reactivation of normal faults as thrusts, triggered by tectonic inversion, produces typical inversion fault‐related folds and thrusts in the hangingwall. These hangingwall inversion geometries are affected by two factors: the geometry of the underlying master fault and the angle of inclined simple shear relative to the regional dip of strata, in the case that the deformation is approximated by simple shear. This study employed numerical simulations to analyse the influence of the antithetic shear angle on the geometry of the hangingwall and displacement along the master fault. The simulation results reveal that a steeply inclined shear vector during extension produces a narrow, steep‐sided half‐graben, whereas a gently inclined shear produces a wide, open basin. After tectonic inversion, a tight anticline is formed under steeply inclined shear, whereas an open anticline is formed under gently inclined shear. Antithetic shear results in reduced total displacement along the master fault, and the greater the angle between the shear direction and the regional dip, the greater the displacement along the master fault. Because the deformation geometry of syn‐extension layers is affected by extension followed by contraction, a change in the shear angle during tectonic inversion produces a wide variety of deformation geometries. Comparison of the simulation results with the results of analogue modelling suggests that the shear angle decreases by 5° during the transition from extension to tectonic inversion and that such a change may be commonly observed in natural geological structures. These results highlight the benefits of numerical simulations, which can be used to readily examine a variety of constraining parameters and thereby lead to a better understanding of the mechanism of hangingwall deformation, avoiding erroneous estimates of the amount of fault displacement.     

High-performance three-horizon composition algorithm for large-scale terrains

This work presents a high-performance algorithm to compute the horizon in very large high-resolution DEMs. We used Stewart's algorithm as the core of our implementation and considered that the horizon has three components: the ground, near, and far horizons. To eliminate the edge-effect, we introduced a multi-resolution halo method. Moreover, we used a new data partition approach, to substantially increase the parallelism in the algorithm. In addition, several optimizations have been applied to considerably reduce the number of arithmetical operations in the core of the algorithm. The experimental results have demonstrated that by applying the above-described contributions, the proposed algorithm is more than twice faster than Stewart's algorithm while maintaining the same accuracy.     

深部土煤系风化岩接触带类型划分及其意义

深部土岩接触带是指厚表土底部一定厚度的土层及其下一定厚度的煤系风化岩组成的土岩组合体。由于它由高压态土体、高压水和软弱破碎风化岩体组成,故具有整体不良的工程地质性质,在接近该带下采煤时易发生采场顶板矿压突变剧增、突泥溃砂、突水等重大安全问题。在煤田地质勘探资料的基础上,根据深部土层土性和岩层岩性将深部土岩接触带划分为4种类型：砂土-砂岩接触类型、砂土-泥岩接触类型、粘土-砂岩接触类型、粘土-泥岩接触类型,分析了每一种土岩接触带类型对应的工程地质意义,并对丁集矿井西南区13-1煤层的土岩接触带类型进行了划分,认为13-1煤层土岩接触带类型以砂土-泥岩、砂土-砂岩为主,近松散层工作面受到底含水的威胁比较严重,工作面溃泥、溃砂、压架出水的可能性比较大,开采设计时要充分考虑。