黄河三角洲的沉积动力分区

以2000年及2007年黄河三角洲滨海区采集的123和155个表层沉积物样品为数据基础,经实验室分析取得各样品的粒度参数,结合地貌条件、动力条件和水深资料,探讨黄河三角洲滨海区沉积物的分布类型、粒度特征以及其动力分区等方面的规律。黄河三角洲滨海区表层沉积物类型主要为砂质粉砂;中值粒径由岸向海逐渐变细;分选系数整体偏高反映了的复杂性;偏态值均为正,其极高值大都分布于水深10m左右的区域;峰态的极大值分布于现行河口的南侧,极小值分布于湾湾沟口和飞雁滩以东的近岸。Flemming三角图反映出冲蚀区的动力条件整体较强;淤积区内清水沟老河口附近的动力条件比现行河口强;浅海平原区水动力较弱且单一。     

Mangshan Loess in Central China and the Paleomonsoon Variationssince the Last Interglaciation

The Mangshan Yuan is a loess platform on the southern bank of the Yellow River, which is located in northwestern Zhengzhou of Henan Province, China. The typical Zhaoxiayu section of the Mangshan Yuan preserves stratigraphical loess units above S10 with a total thickness of 172.1 m, which includes 15.7 m of the last interglacial paleosol S1, 77.3 m of the last glacial loess L1 that consist of 41.6 m of the late stade L1LL1, 13.2 m of the interstade L1SS1 and 22.5 m of the early stade L1LL2. Based on the age marking points by correlating magnetic susceptibility of the section with the SPECMAP curve, the timescale of the section was constructed, and the average accumulation rate and the resolution of each loess strata over the S2 were subsequently calculated using the     

湖北省南漳县红星磷矿磷块岩特征与物质组分研究

湖北省南漳县震旦系沉积型红星磷矿矿体P_2O_5平均含量23.91%,矿石自然类型主要为角砾状磷块岩,其次为白云质磷块岩、泥质纹层状和条带状致密块状磷块岩。工业类型主要为钙(镁)质和硅钙(镁)质磷矿,其次为硅质磷矿。矿石矿物为胶状磷灰石和微晶磷灰石,经x-射线衍射物相分析,其种属为含碳氟磷灰石。嵌布粒度以细-中粒为主。脉石矿物主要为白云石、伊利石、高岭石、铁质。经测定当磷块岩磨矿粒度小于0.1mm,其磷酸盐矿物单体解离率可达92.53％,这为确定合理的选矿流程具有实际意义。     

考虑不同尺度孔隙压缩敏感性的砂岩渗透特性研究

以往的研究多是从宏观层面建立孔隙压缩敏感性与渗透率之间的关系,缺乏砂岩不同尺度孔隙结构改变对渗透率演化规律的认识。从细观孔隙层面来看,不同尺度孔隙在应力作用下闭合程度差异明显,考虑不同尺度下孔隙压缩敏感性对准确预测渗透率演化至关重要。因此,利用多场耦合核磁共振试验平台开展了砂岩渗流-应力耦合试验,获得了不同应力作用下砂岩渗透率以及孔径分布曲线的变化规律,将孔径分成大孔(>1μm)、中孔(0.1～lμm)、小孔(<0.1μm)3类,计算了砂岩不同尺度孔隙压缩系数及其转化因子,提出了考虑不同尺度孔隙压缩敏感性的砂岩渗透率计算公式。结果发现:砂岩不同尺度孔隙的压缩性差异明显,大尺度孔隙的压缩敏感性更强;考虑不同尺度孔隙压缩敏感性的渗透率公式与试验值具有较好的一致性。     

Estimation of Block Sizes for Rock Masses with Non-persistent Joints

Summary  Discontinuities or joints in the rock mass have various shapes and sizes. Along with the joint orientation and spacing, the joint persistence, or the relative size of the joint, is one of the most important factors in determining the block sizes of jointed rock masses. Although the importance of joint persistence on the overall rock mass strength has long been identified, the impact of persistence on rock strength is in most current rock mass classification systems underrepresented. If joints are assumed to be persistent, as is the case in most designs, the sizes of the rock blocks tend to be underestimated. This can lead to more removable blocks than actually exist in-situ. In addition, a poor understanding of the rock bridge strength may lead to lower rock mass strengths, and consequently, to excessive expenditure on rock support. In this study, we suggest and verify a method for the determination of the block sizes considering joint persistence. The idea emerges from a quantitative approach to apply the GSI system for rock mass classification, in which the accurate block size is required. There is a need to statistically analyze how the distribution of rock bridges according to the combination of joint orientation, spacing, and persistence will affect the actual size of each individual block. For this purpose, we generate various combinations of joints with different geometric conditions by the orthogonal arrays using the distinct element analysis tools of UDEC and 3DEC. Equivalent block sizes (areas in 2D and volumes in 3D) and their distributions are obtained from the numerical simulation. Correlation analysis is then performed to relate the block sizes predicted by the empirical equation to those obtained from the numerical model simulation. The results support the concept of equivalent block size proposed by Cai et al. (2004, Int. J. Rock Mech. Min. Sci., 41(1), 3–19).     

广西原状红粘土力学性状与水敏性特征

对广西原状红粘土的力学指标、胀缩特性与孔径分布随脱湿过程的演化规律进行了较为系统的室内试验研究。结果表明：广西原状红粘土为裂隙发育的硬塑性粘土,不同脱湿阶段的力学指标与胀缩性能在较高含水量范围内受基质吸力控制,在较低的含水量范围内主要受控于裂隙性;转折点处含水量与重型击实(干法备样)最优含水量相接近;原状红粘土的孔隙主要以孔径从0.01 μm～0.05 μm的小孔隙为主,在脱湿过程中,干密度增大,总孔隙体积减小,以0.01 μm～0.05 μm与0.1 μm～1.0 μm两个区间内孔隙体积减小最为明显。     

北京、郑州和深圳三城市空气中气溶胶单颗粒特征的扫描电镜分析

分别采集北京、深圳和郑州3个城市气溶胶样品,使用场发射扫锚电镜-能谱仪观察气溶胶单颗粒的显微形貌和元素组成,并利用图像分析系统对PM2.5的粒径进行了分析。结果表明,城市气溶胶单颗粒类型以矿物颗粒、烟尘和球形颗粒(飞灰和二次粒子)为主。对比3个城市气溶胶中不同颗粒类型数量百分比发现,矿物颗粒数量最多的城市是北京,飞灰和烟尘数量最多的城市是郑州,而规则矿物颗粒数量最多的城市是深圳。3个城市气溶胶单颗粒的数量-粒径分布均呈单峰分布。深圳气溶胶中颗粒物的粒径相对较小,其次为郑州、北京。3个城市气溶胶中颗粒物来源不同程度上都受到交通污染源影响,而燃煤源对北京和郑州气溶胶中颗粒物来源影响仍然不容忽视。     

岩性不均一的灰岩风化壳发育特征——贵阳花溪剖面粒度分布特征的指示

通过贵阳花溪夹泥质薄层的灰岩风化壳剖面的粒度分布特征的研究,结合矿物成分分析,揭示出岩性不均一的灰岩风化壳的发育特征: 灰岩作为剖面主体的成土母岩,风化早期,其以碳酸盐矿物的大量溶蚀及酸不溶物的残余积累为特征,同时方解石的溶解也延缓了酸不溶物的风化; 后期,随着易溶盐类消失殆尽,酸不溶物作为风化主体,开始了类似其它岩类的风化过程。而灰岩中的泥质薄层夹层,作为风化壳的次要组分,在灰岩风化过程中,由于存在巨大的体积缩小变化,泥质薄层被错断并被灰岩的风化产物所包裹,延缓了其风化发育进程。于是,各端元组分由于所处的微环境的差异,受风化溶液的影响程度不同,按照各自的风化方向和演化方式进行。随着风化程度不断增强,泥质薄片的包裹体分解,端元组分逐渐混合、趋同,风化壳趋于均质化,以统一的风化成土作用向表生稳定的矿物转变。      

2017年6月10日南京机场强降水过程对航空飞行影响分析

降水对飞行的影响一直是航空气象关注的重点。本文选取2017年6月10日02：30—18：00的一次强降水过程的雨滴谱观测数据,分析了强降水时段雨强与能见度之间的相关关系发现,雨强与能见度呈明显的负相关关系。通过计算平均雨滴谱的各种特征参量,各种粒子对雨强的贡献情况,在雨强较小的区间主要为小粒子,而雨强越大,大粒子的贡献逐渐显现,在最大雨强的区间,出现了三峰形态,3种直径粒子的高浓度对强降水不同阶段的贡献各不相同,对航班飞行的影响也存在差异。使用雨滴参数计算了雨滴对飞机撞击力,分析各类飞机在强降水环境下的飞行受力均达到了10%的动力状况;受力方面各机型在低值区接近一致,有大型机在高值区迅速增加的情况;同样的雨强,小型机受到的力要远小于大型机;各机性在水平方向上的受力情况均较垂直方向大一个量级。     

Raindrop Size Distribution Parameters Retrieved from Xinfeng C-Band Polarimetric Radar Observations

The objective of this research was to acquire a raindrop size distribution (DSDs) retrieved from C-band polarimetric radar observations scheme for the first time in south China.An observation period of the precipitation process was selected,and the shape-slope (μ-Λ) relationship of this region was statistically analyzed using the raindrop sample observations from the two-dimensional video disdrometer (2DVD) at Xinfeng Station,Guangdong Province.Simulated data of the C-band polarimetric radar reflectivity Z_(HH)and differential reflectivity Z_(DR)were obtained through scattering simulation.The simulation data were combined with DSD fitting to determine the Z_(DR)-Λand log_(10)(Z_(HH)/N_0)-Λrelationships.Using Xinfeng C-band polarimetric radar observations Z_(DR)and Z_(HH),the raindrop Gamma size distribution parametersμ,Λ,and N_0were retrieved.A scheme for using C-band polarimetric radar to retrieve the DSDs was developed.This research revealed that during precipitation process,the DSDs obtained using the C-band polarimetric radar retrieval scheme are similar to the 2DVD observations,the precipitation characteristics of rainfall intensity (R),mass-weighted mean diameter (D_m) and intercept parameter (N_w) with time obtained by radar retrieval are basically consistent with the observational results of the 2DVD.This scheme establishes the relationship between the observations of the C-band polarimetric radar and the physical quantities of the numerical model.This method not only can test the prediction of the model data assimilation system on the convective scale and determine error sources,but also can improve the microphysical precipitation processes analysis and radar quantitative precipitation estimation.The present research will facilitate radar data assimilation in the future.