山东地磁台网受宁东高压直流输电干扰预处理质量分析

为进一步提高山东地磁台网受高压直流输电干扰的预处理质量,通过中国地震前兆数据处理系统中相对差值检测和预处理检测功能,对山东地磁台网多年来受宁东高压直流输电干扰预处理情况进行了总结分析。结果表明,经过数据预处理,宁东高压直流输电干扰基本被去除,但仍然存在高压直流输电干扰误判、起止时间错判、干扰幅度计量不精确等问题。针对上述问题,对数据进行复核和校对,应用"缓变台阶"功能重新处理,并加强对H、D分量干扰特征的研究。     

海带对重金属的吸附位点研究

用甲醇、甲醛处理海带藻粉,对其吸附重金属时羧基和氨基的作用进行研究,经藻粉的红外光谱及吸附实验的分析结果表明;羧基和氨基均参入了吸附过程;化学处理降低了重金属的吸附量。     

小波分析在植物叶绿素高光谱遥感反演中的应用

监测叶绿素含量对研究作物与环境之间的相互影响具有重要的意义,高光谱遥感是提取叶绿素含量的可行技术.将小波分析的方法用于植物叶片的反射光谱,以小波系数作为回归变量来反演植物的叶绿素浓度.研究结果表明,通过对叶片光谱进行连续小波分解后得到的小波系数,可以准确地反演叶绿素浓度,反演的精度优于基于光谱指数的精度.     

声纳测深数据滤波及实践

介绍了声纳测深的主要误差,分析了测深数据的滤波方法,实现了测深数据的质量控制。     

邯邢地区中生代侵入岩中磷灰石的成因矿物学研究

氧逸度为有效的氧分压,是实验岩石学中重要的研究课题,岩浆的氧逸度是继温度、压力、浓度等影响成岩成矿过程的关键性物理化学参数。本文利用磷灰石的氧逸度计,对邯邢地区六大主要岩体的岩浆氧逸度进行了计算。研究结果显示,样品中的磷灰石主要为羟-氟磷灰石,磷灰石的形态、成分和结构特征指示其为岩浆成因。磷灰石中的Mn元素在晶格中有两种方式,多以Mn3＋和Mn5＋的方式进入晶格。磷灰石氧逸度计计算的logfo2为-12.31~-9.75,均值-11.02。参考与磷灰石共生角闪石的形成温度,认为邯邢地区岩浆岩普遍具有较高的氧逸度。根据磷灰石氧逸度值与矿床规模的填图结果,认为并非氧逸度越高越有利于邯邢式铁矿的形成。结合矿物学填图等值线闭合的趋势,进而推断邯邢地区中部的符山和武安岩体深部可能仍存在较好的找矿远景。     

Asymmetry in oceanic crustal structure of the South China Sea basin and its implications on mantle geodynamics

ABSTRACT

We investigated the oceanic crustal structure and lithospheric dynamics of the South China Sea (SCS) basin through a comprehensive analysis of residual gravity anomaly and bathymetry combined with seismic constraints and interpretation from geodynamic modelling. We first calculated the residual mantle Bouguer anomaly (RMBA) of the oceanic crustal regions of the SCS by removing from free-air gravity anomaly the predicted gravitational attractions of water-sediment, sediment-crust, and crust-mantle interfaces, as well as the effects of lithospheric plate cooling, using the latest crustal age constraints including IODP Expedition 349 and recent deep-tow magnetic surveys. We then calculated models of the gravity-derived crustal thickness and calibrated them using the available seismic refraction profiles of the SCS. The gravity-derived crustal thickness models correlate positively with seismically determined crustal thickness values. Our analysis revealed that the isochron-averaged RMBA are consistently more negative over the northern flank of the SCS basin than the southern conjugate for magnetic anomaly chrons C8n (~25.18 Ma) to C5Dn (~17.38 Ma), implying warmer mantle and/or thicker crust over much of the northern flank. Computational geodynamic modelling yielded the following interpretations: (1) Models of asymmetric and variable spreading rates based on the relatively high-resolution deep-tow magnetic analysis would predict alternating thicker and thinner crust at the northern flank than the southern conjugate, which is inconsistent with the observed systematically thicker crust on the northern flank. (2) Models of episodic southward ridge jumps could reproduce the observed N-S asymmetry, but only for crustal age of 23.6–20 Ma. (3) Southward migration of the SCS ridge axis would predict slightly thinner crust at the northern flank, which is inconsistent with the observations. (4) Models of higher mantle temperatures of up to 25–50°C or >2% less depleted mantle sources on the northern flank could produce large enough anomalies to explain the observed N-S asymmetries.     

Concurrent Determination of U‐Pb Age and REE Mass Fractions of Zircon by High Mass Resolution SIMS

A combined geochronological and geochemical investigation for the same domain of zircon provides valuable information on timing and genesis, particularly in the case of multi‐growth metamorphic zircon. A high spatial resolution concurrent analytical method for zircon U‐Pb age and rare earth element content was successfully achieved in this study, using a multi‐collector secondary ion mass spectrometer (SIMS) at a ~ 8 μm diameter scale. Special instrument parameters were employed, including a high mass resolution of approximately 15000 applied to replace the previous energy filter method, and a dynamic multi‐collector mode used to reduce the measurement time to 18 min per analysis. Six zircon reference materials yielded precise and accurate ²⁰⁶Pb/²³⁸U ages, which are comparable to those obtained by the ordinary mono‐collector method, but with 2–3 times higher spatial resolution. All zircon grains measured in this study showed enriched heavy‐REE (HREE) contents consistent with previously reported values determined by LA and solution ICP‐MS methods. The light‐REE (LREE) mass fractions measured using both SIMS and LA‐ICP‐MS methods in this study, although with quite different volume, show consistent results within uncertainties.     

广东信宜井水位受降雨影响的回归分析

前兆水位观测中降雨影响的排除一直是困扰前兆流体观测的一个难题,在前人研究的基础上根据水位长时间断续升高和短时间单调升高两种情况统计了降雨参数与水位升高幅度的关系,分别建立了两种情况下降雨影响水位升高幅度的多元回归方程,从而为信宜井水位数据的日常分析提供了一种基于回归统计的定量排除降雨干扰的方法。回归分析结果显示:在苍梧地震前从2015年开始信宜井水位升高的幅度就偏高,震后偏低,这可能和地震前后区域应力场的调整有关。     

The tunnel seismic advance prediction method with wide illumination and a high signal-to-noise ratio

Tunnel seismic prediction is widely used in the field of tunnel seismic advance detection. The illumination of the target and the signal-to-noise ratio of the data are two key factors affecting the precision of data interpretation. Current seismic prospecting has shortcomings on sites: (1) The lighting shots are solely towards one side of the tunnel wall, (2) the geophones are placed far away from the tunnel face and (3) the surface waves from the tunnel wall dominate over the reflection waves, lowering the signal-to-noise ratio of the data at the tunnel wall. This paper proposes a tunnel symmetrical geometry to tackle the above challenges. The arrangement is to place 12 sources uniformly on each side of the tunnel wall and six geophones on the tunnel wall and face. Results of simulated data and measured data show that the proposed method enables (1) broad illumination of the target body, (2) the enhancement of illumination energy of the target body, and (3) higher data signal-to-noise ratio. The proposed symmetrical geometry method provides better interpretation in terms of broader coverage, higher quality and greater distance of investigation.     

新型装配式混凝土框架连接节点抗震性能试验

为推广装配式混凝土框架结构的应用,提出3种不同的新型装配式钢筋混凝土框架中节点连接形式,进行低周往复荷载试验。对比各试件的破坏形态、滞回性能、刚度退化、累积耗能和节点剪切变形等抗震指标。研究结果表明:采用方钢管连接的装配式混凝土节点呈现梁端弯曲破坏,采用工字钢连接或对拉螺栓连接的节点呈现节点核心区剪切破坏。采用方钢管的连接形式既能改善节点核心区的破坏形态,又能提高其承载能力、变形能力、耗能能力和梁端转动能力,同时显著改善节点的滞回特性,减小核心区的剪切变形。在弹塑性和塑性变形阶段,采用方钢管连接形式的装配式混凝土节点的抗震性能优于工字钢连接和对拉螺栓连接的节点。此外,采用工字钢连接形式比对拉螺栓连接形式的节点具有更高的承载能力、耗能能力和较小的核心区剪切变形。