大兴安岭中南段构造岩浆岩带深部地质成矿作用

大兴安岭中南段位于索伦—西拉木伦断裂带与嫩江—白城断裂带交汇域,区内大规模岩浆活动、成矿作用与深部地质活动密切相关。深部地球物理研究成果显示：该区域上地幔存在埋藏较浅的低速、低阻、高热异常体,推断应是深部软流体局部上涌的显示;下地壳存在低密度、低速、高导层,推断是因软流体上涌,诱发下地壳重熔,形成所谓下地壳热流体引起。总之该区域软流层厚度大,热活动性强是引起大规模的岩浆活动及多金属矿床集中分布的深部地质因素。而古生代古亚洲洋洋壳俯冲消减,华北板块、西伯利亚板块陆—陆碰撞拼接及至中生代晚期太平洋板块俯冲作用是引起软流层上涌、下地壳重熔等强烈的壳幔相互作用之源动力。     

An experimental approach for determination of the Weibull homogeneity index of rock or rock-like materials

Acta Geotechnica - The spatial variation of the physical–mechanical properties of rock or rock-like materials is an intrinsic characteristic of the materials induced by multiscale material...     

Risk evaluation of dam-break environmental impacts based on the set pair analysis and cloud model

Natural Hazards - Many dams have been constructed around the world. Compared with the potential losses of life and economy, the environmental impacts caused by dam breach were less analyzed. As a...     

地下结构抗震设计的改进等效反应加速度法

对地下结构横向抗震分析中的等效反应加速度法进行综合分析。结合算例,以动力时程法为基准,全面评价了等效反应加速度法的适用性;进而深入分析其误差来源,并做针对性改进优化,通过引入动力响应调整系数β,提出了一种改进等效反应加速度法;结合算例分析,评价了改进等效反应加速度法对不同工况的适用性。结果表明：等效反应加速度法计算所得结构内力及变形均偏小;且计算精度随地层剪切波速的增大整体呈上升趋势,但几乎不受结构埋深的影响;同时,明确了等效反应加速度法的误差源自于其忽略了地下结构对其周围土体动力响应的干扰作用,改进优化后提出了改进等效反应加速度法;相比现有等效反应加速度法,改进等效反应加速度法具有更广泛的适用性及更优的计算精度,可为地下结构抗震设计和分析提供新的计算方法。     

祁连山北部基岩河道宽度对构造和岩性的响应

活动造山带基岩河流地貌研究,目前已成为构造地貌学研究的前沿和热点。河道宽度形态的调整变化是基岩河流响应构造、岩性和气候等扰动的重要方式之一。通过研究祁连山北部地区6个重点流域基岩河道的宽度形态发现:河道宽度总体上呈现出东西向和南北向的变化特征,河道向下游增宽的速率,东段地区显著高于中段地区,低山带显著高于高山带;对比河道宽度的变化特征与构造抬升速率及岩性抗蚀性的变化,可以推断:在祁连山北部地区,基岩河道宽度响应构造抬升和岩性抗蚀性的变化进行了系统地调整,构造抬升控制了流域河道宽度变化的总体趋势,而岩性抗蚀性变化则导致了流域内部局部河段河道宽度的大幅波动。在祁连山北部地区开展的基岩河道宽度形态研究,为利用基岩河道形态研究造山带的构造变形奠定了基础,对于探索构造抬升背景下地貌的发育过程具有十分重要的意义。     

Terraces Development and Their Implications for Valley Evolution of the Jinsha River Since Late Pleistocene near Longjie,Yunnan

The drainage evolution and valley development of the Jinsha River is an important issue constantly concerned by researchers in geology and geomorphology. Despite hundreds of years of research, there is a big dispute on the formation time and the evolution process of the fluvial valley. Fluvial terraces are very important geomorphic markers for studying the formation and evolution of the fluvial valley. Through field investigation combined with Electron Spin Resonance (ESR) dating, we confirmed that 5 fluvial terraces were formed, and then preserved, along the course of the Jinsha River near the Longjie, which are all strath terraces. Among them, T5 developed on the base rock, with an age of (78±12) ka; all T4~T1 developed on the lacustrine sediments, named Longjie Group by Chinese, with an age of (29±1.4) ka, (26±2.4) ka, (23±1.4) ka, (18±1.7) ka, respectively. Compared with the global and regional climate change history, the terraces are all the result of the river responding to the climate change. T5 formed at MIS 5/4, and T4~T1 formed at the period of regional climate fluctuation. The relationship of terraces and the Longjie Formation, combined with sedimentary characteristics analysis demonstrate that the Longjie Formation is landslide dammed lake sediment. The landslide and blocking events.seriously influenced the valley evolution, inhibiting the river incising, and making the valley evolution defer to the mode of “cut-landside-damming-fill-cut” in the period of Late Pleistocene. Synthesized studies of the terraces and the correlative sediments indicate that the formation of the Jinsha River valley may have begun in the late Early Pleistocene.     

准噶尔盆地西北部P-T转换期不整合的发育演化特征及意义*

二叠纪晚期—三叠纪早期是准噶尔盆地演化的重要转换期,发育了具有特色性的不整合面。本研究以该盆地的西北部为例,综合利用地震和钻井资料,探讨该时期不整合的发育演化特征及其地质意义。研究表明,转换期发育P₃/P₂期主要不整合与T₁/P₃期次要不整合,它们在研究区北部叠加复合,构成了三叠系底界叠合不整合面,在南部被上二叠统所分隔而独立存在;转换期经历了主要不整合的形成、主要不整合被上二叠统超覆、次要不整合与叠合不整合的形成及其被三叠系最终超覆4个演化阶段。不整合的发育演化特征揭示了晚海西期和早印支期构造运动对准噶尔盆地影响的强弱程度、地层记录的“楔形体”内涵以及上二叠统与下三叠统的层序归属。P-T转换期不整合面及其相邻地层形成了有效的油气运移通道、良好的储盖组合和类型众多的圈闭,因此具有重要的油气勘探意义。     

A high accurate automated first-break picking method for seismic records from high-density acquisition in areas with a complex surface

As the application of high-density high-efficiency acquisition technology becomes more and more wide, the areas with complex surface conditions gradually become target exploration areas, and the first-break picking work of massive low signal-to-noise ratio data is a big challenge. The traditional method spends a lot of manpower and time to interactively pick first breaks, a large amount of interactive work affects the accuracy and efficiency of picking. In order to overcome the shortcoming that traditional methods have weak anti-noise to low signal-to-noise ratio primary wave, this paper proposes a high accurate automated first-break picking method for low signal-to-noise ratio primary wave from high-density acquisition in areas with a complex surface. Firstly, this method determines first-break time window using multi-azimuth spatial interpolation technology; then it uses the improved clustering algorithm to initially pick first breaks and then perform multi-angle comprehensive quality evaluation to first breaks according to the following sequence: ‘single trace → spread → single shot → multiple shots’ to identify the abnormal first breaks; finally it determines the optimal path through the constructed evaluation function and using the ant colony algorithm to correct abnormal first breaks. Multi-azimuth time window spatial interpolation technology provides the base for accurately picking first-break time; the clustering algorithm can effectively improve the picking accuracy rate of low signal-to-noise ratio primary waves; the multi-angle comprehensive quality evaluation can accurately and effectively eliminate abnormal first breaks; the ant colony algorithm can effectively improve the correction quality of low signal-to-noise ratio abnormal first breaks. By example analysis and comparing with the commonly used Akaike Information Criterion method, the automated first-break picking theory and technology studied in this paper has high picking accuracy and the ability to stably process low signal-to-noise ratio seismic data, has a significant effect on seismic records from high-density acquisition in areas with a complex surface and can meet the requirements of accuracy and efficiency for massive data near-surface modelling and statics calculation.     

巢湖杭埠河流域湖相沉积物多指标揭示的全新世以来环境演变

在巢湖杭埠河流域中的古湖盆中心——三河圩区获取28.6 m长的湖相岩芯（SZK1507孔）,利用AMS¹⁴C测年技术建立可靠的地层年代序列,通过对SZK1507孔738 cm以上段湖相沉积物平均粒径、磁化率、总氮（TN）、总有机碳（TOC）及C/N的综合分析,高分辨率重建了巢湖杭埠河流域全新世以来的古环境演变过程.结果表明,本区域的环境变化过程可以分为4个阶段,阶段Ⅰ（约10050—9700 cal.a B.P.）与阶段Ⅲ（约9250—5300 cal.a B.P.）气候较为湿润,巢湖水位较高,平均粒径、磁化率值较低,TN、TOC、C/N也偏低;阶段Ⅱ（约9700—9250 cal.a B.P.）与阶段Ⅳ（约5300 cal.a B.P.以来）气候干燥,巢湖水量减少,水位降低,平均粒径、磁化率值、TN、TOC、C/N均较高.一些全球范围内显著发生的气候突变事件在SZK1507孔沉积记录中也有体现,如9.3、8.2和4.2 ka B.P.事件等.将巢湖杭埠河流域10000 cal.a B.P.以来的平均粒径、磁化率、TN、TOC、C/N沉积记录与全新世以来的北纬30°夏季太阳辐射量、太阳黑子数、火山喷发对大气中硫酸盐含量贡献率等进行对比,发现巢湖杭埠河流域全新世气候突变事件主要受控于北半球夏季太阳辐射量变化、太阳活动以及火山活动等因素,并与它们之间复杂的响应机制有关.     

富营养化高原浅水湖泊持续多年生态修复工程效果分析——以滇池大泊口为例

大泊口位于滇池草海南部,水域面积0.52 km²,平均水深约2 m,作为滇池草海重富营养化水域生态修复示范区,大泊口分别于2015和2019年开展了两期生态修复工程,经过近年来的系统治理,大泊口水生态治理效果初步显现。为分析探究成功修复湖区水质改善、生态系统企稳向好的原因,本研究选择2015年2月—2021年12月共7年的连续监测数据,根据工程开展情况以及水生态状况将大泊口水域划分为4个部分(A1～A4水域),首先分析4个区域内主要的水质指标(悬浮物(SS)、化学需氧量(COD_Cr)、总磷(TP)、总氮(TN)和叶绿素a(Chl.a))的变化趋势和相关性,其次探究不同类型生态工程的修复效果,最后与草海和外海水域进行对比,分析大泊口的治理效果。结果表明,治理后大泊口A1～A4水域的COD_Cr、TP和Chl.a稳定下降,COD_Cr分别降低18.65、27.96、25.26、40.92 mg/L,TP分别降低0.11、0.10、0.11、0.14mg/L,Chl.a分别降低0.037、0.068、0.06...