北京平原区南部PGZ01孔第四纪地层划分及其环境意义*

对北京平原区南部大兴榆垡镇420m 深的PGZ01孔岩心进行了岩石地层、磁性地层、¹⁴C测年、介形类组合和孢粉组合研究。结果表明:(1)Matuyama(松山)/Gauss(高斯)和Brunhes(布容)/Matuyama(松山)极性界线分别位于280m和78.35m处,钻孔底部已经进入Gauss正极性带;取280m处Matuyama/Gauss极性界线作为第四系下限,显示可能的永定河泥石流-冲积扇在第四纪之前即到达了北京平原南部,但是华北平原上新统标志岩石地层单元--厚层棕红色黏土在Olduvai(奥尔都维)极性亚带之上即已出现。(2)结合AMS¹⁴C测年,尝试将约60m以上地层的氧化-还原状况,与对古季风影响反映灵敏的沿海平原钻孔同样深度地层进行对比,继而确定上更新统和全新统的底界深度分别位于56.60m和18.95m。(3)MIS5(海洋同位素阶段)以来的特征沉积物,与沿海平原钻孔地层有很好的可比性,同时也有8~4ka期间史前大洪水的影响。本研究为廊(坊)固(安)凹陷西北边缘区第四纪地层划分对比、古地理环境演化、活动断裂以及区域差异构造沉降研究,提供了重要的年代地层格架,对理解晚更新世以来古季风变化的环境效应有重要的启迪。     

Shipborne Over- and Under-Water Integrated Mobile Mapping System and Its Seamless Integration of Point Clouds

ABSTRACT

The rapid acquisition techniques of over- and under-water geoinformation is urgently needed. The Shipborne Over- and Under-water integrated Mobile Mapping System (SiOUMMS) applies plug-in and multi-process network technology to achieve integrated data acquisition and cooperative control of multi-sensors, such as Global Navigation Satellite System, Inertial Measurement Unit, laser scanner, and multi-beam echo sounder. The proposed system can meet the requirements of diverse application scenarios and sensors, allowing for flexibility and scalability. Meanwhile, coarse calibration based on a set of common points and fine calibration using the plane feature constraint are proposed for integratedly obtaining the exterior orientation elements of the laser scanner and the multi-beam echo sounder. Together, these methods provide theoretical support and technical help to the seamless integration of over- and under-water point clouds. Experiments are also described, proving that the root mean square error of over-water point clouds is 0.133 m, the average elevation clearance spacing between adjacent over- and under-water point clouds is less than 0.3 m, and the average horizontal clearance spacing is less than 0.2 m. At the same time, cases in this paper show that SiOUMMS has made important achievements in the integrated measurement of reefs, coastal zone, and inland waterways, and has broad prospects for future applications.     

Numerical simulation to quantify the leakage risk in a multi-layer aquifer system of pure brine recovery and CO<Subscript>2</Subscript>-enhanced brine recovery: a case study of potassium-rich brine recovery in Jianghan Basin of China

Deep brine recovery enhanced by supercritical CO₂ injection is proposed to be a win–win method for the enhancement of brine production and CO₂ storage capacity and security. However, the cross-flow through interlayers under different permeability conditions is not well investigated for a multi-layer aquifer system. In this work, a multi-layer aquifer system with different permeability conditions was built up to quantify the brine production yield and the leakage risk under both schemes of pure brine recovery and enhanced by supercritical CO₂. Numerical simulation results show that the permeability conditions of the interlayers have a significant effect on the brine production and the leakage risk as well as the regional pressure. Brine recovery enhanced by supercritical CO₂ injection can improve the brine production yield by a factor of 2–3.5 compared to the pure brine recovery. For the pure brine recovery, strong cross-flow through interlayers occurs due to the drastic and extensive pressure drop, even for the relative low permeability (k = 10^?20 m²) mudstone interlayers. Brine recovery enhanced by supercritical CO₂ can successfully manage the regional pressure and decrease the leakage risk, even for the relative high permeability (k = 10^?17 m²) mudstone interlayers. In addition, since the leakage of brine mainly occurs in the early stage of brine production, it is possible to minimize the leakage risk by gradually decreasing the brine production pressure at the early stage. Since the leakage of CO₂ occurs in the whole production period and is significantly influenced by the buoyancy force, it may be more effective by adopting horizontal wells and optimizing well placement to reduce the CO₂ leakage risk.     

科尔沁沙地草地植被对围封和放牧的响应

研究了科尔沁沙地疏林草地、针茅草原和草甸植被盖度、地上和地下生物量、物种多样性对围封和放牧的响应。结果表明：（1）围封与放牧草地的优势植物不同,围封草地植物群落优势植物为多年生禾本科植物,放牧草地中一年生植物和小半灌木优势明显。（2）围封和放牧草地的植物盖度、凋落物量、地上生物量和物种丰富度存在明显差异（P<0.05）;围封显著提高了植被盖度和地上生物量,由疏林草地、针茅草原到草甸,植物盖度和地上生物量逐渐增加,而3种草地植被凋落物量大小顺序为针茅草原> 疏林草地> 草甸;放牧条件下植物盖度、凋落物量和物种丰富度差异不显著（P>0.05）。（3）3种草地之间的地下生物量无显著差异（P>0.05）,但围封与放牧之间、不同土壤层次之间地下生物量存在明显差异（P<0.05）;围封显著提高草地的地下生物量（P<0.05）;草地地下生物量随着土壤深度表现出下降趋势（P<0.05）。长期放牧增加了草地一年生植物和小半灌木植物的优势,消除了不同草地之间植被盖度和物种丰富度的差异;而围封能提高草地多年生禾本科植物的优势、增加其物种丰富度,对于草地质量和植物多样性的恢复和保育具有积极作用。     

大亚湾表层沉积物中重金属分布特征

为了解大亚湾沉积物中重金属分布及污染状况,于2016年8月对大亚湾海域表层沉积物中重金属元素（As、Cd、Cr、Pb、Zn和Cu）展开调查,并将获得的各元素含量与粒度、Fe、Mn和总有机碳（TOC）等相关理化要素进行相关性分析。结果表明：大亚湾沉积物中重金属受陆源输入影响较大,含量基本呈现为沿岸高、湾内低的趋势,总体质量较好,基本符合第一类海洋沉积物质量标准要求;澳头湾和范和港附近海域人类活动密集,重金属含量较高。通过相关性分析结果发现,大亚湾重金属主要来源为岩石的风化和侵蚀、工业污水排放和渔业养殖等;Cu与铁锰氧化物结合性弱于其他元素,在还原性环境中被沉积物吸附形成金属Cu硫化物可能是喜洲岛附近海域Cu元素含量异常高值的原因;作为湾内有机质主要来源的水生浮游生物的生长状态对Cr、Zn和Pb含量影响较大;Cr、As和Pb与粉砂结合为主,Zn与粘土结合为主。     

多面函数法在钻孔应变时序资料处理中的应用

基于现有的钻孔应变连续观测资料,将多面函数拟合法应用于时序资料的处理,讨论了核函数选择不同参数对于拟合效果的影响,得到了最优的拟合结果并分析了其反映的原始数据的物理内涵及应用方向,同时与多项式拟合法的拟合结果进行了简要对比。     

非线性插值地震射线追踪方法

针对走时线性插值法(LTI)的计算精度问题,利用非线性插值替代传统的线性插值。该方法利用边界上多个节点的走时,使得插值误差减小,从而提高整体边界网格离散点走时精度,同时保留LTI所具有快速、全局性的优点。数值模拟结果表明,非线性插值算法比LTI算法精度高,可以追踪包括直达波、折射波、透射波等多种射线路径,适合速度突变模型。     

破坏性地震应急宣传机制初步研究

破坏性地震发生后,所在地区的省级地震局及时组织开展应急宣传,通过门户网站、新闻发布、新媒体等渠道,使社会公众及时了解震情灾情及应急响应等各种信息,对于引导舆论、稳定社会、推动抗震救灾等发挥着重要作用。通过开展问卷调查及调研分析,阐述了近年来省级地震局破坏性地震应急宣传现状及存在的主要问题,并从建立完善应急宣传制度及组织管理机制、宣传应对机制和组织保障机制三大方面,有针对性地提出具体的对策建议。     

一种基于频谱分析和AR补偿的对流层延迟预报模型

利用实测天顶对流层延迟值（ZTD）,在无气象参数条件下,提出一种对流层延迟建模与预报方法。首先利用频谱分析,得到ZTD时间序列周期特性,并在此基础上对ZTD进行建模,给出模型参数计算方法。然后,基于频谱分析模型拟合ZTD,并与实测值进行比较分析。最后,将分析得到的拟合残差用AR模型进行改正并预报。结果表明,基于频谱分析和AR补偿的ZTD改正预报模型能够满足不同测试环境下的需求,精度达到cm级。     

1960—2020年千岛湖流域蒸散发演变特征及驱动因素解析

为探究淡水湖库及其所属流域蒸散发演变特征,以及气象因子对蒸散发的影响规律。以长三角地区最大的淡水人工湖和重要的水源地——千岛湖为研究对象,采用Penman-Monteith等方法与WEP-L分布式水文模型,分别计算千岛湖流域1960—2020年潜在蒸散发(ET₀)与实际蒸散发(ET_a),分析二者年际变化趋势及突变年份;采用偏微分方法分析气象因子对ET₀的敏感性和贡献度;采用归因分析法分析突变前后气象因子对ET_a变化的贡献度,并利用蒸发表面水分指数(E_M1)解析流域蒸发互补关系。结果表明:ET₀与ET_a多年平均值分别为1021.7和857.5 mm,整体皆呈减少趋势,倾向率分别为-0.77和-1.03 mm/a,二者均在1980和2000年左右发生突变;ET₀对相对湿度变化最为敏感,ET₀增加的月份主要是由于相对湿度、平均气温的正贡献,风速呈负贡献但相对较小,ET₀减少的...