我国断层气测量在地震科学研究中的应用现状

氢气被认为是反应断裂活动最灵敏的地球化学组分之一。研究影响断裂带氢浓度动态变化的主要因素,是科学分析断裂带氢与构造活动关系的基础工作。本文基于河南内乡马山口断层气氢气浓度与辅助测项的连续观测资料,重点分析了氢浓度变化与地温、气温、气压的相关关系,确定了主要影响因素。结果表明,氢气浓度日变化极值介于气温和地温之间,极值点靠近地温一侧。使用逐步回归方法分析进一步证明,地温、温度对氢气浓度均有影响,但地温影响更显著,气压影响不显著。总体来讲,氢浓度会受到地温和气温的双重影响,但与地温关系更为密切。     

基于遥感增强嵌套模型红树林带水沙环境对码头建设的响应研究

南海北部湾铁山港码头建设期间,邻近区域红树林带植株出现受损死亡现象。本研究构建基于遥感增强包含红树林潮间带的海湾水沙嵌套模型,评估码头建设对红树林带潮流、泥沙输移及冲淤的影响。结果表明：海湾水沙嵌套模型可充分利用南海海流模拟信息,且精细化模拟了工程建设附近海域泥沙输移规律。采用全球地表水覆盖几率遥感反演数据与当地潮位的信息融合技术,为红树林带水沙模拟提供了可靠地形信息。码头建设主要影响红树林带南部潮流,涨急时流速减小,落急时部分潮沟通道流速增大。当进港方案更改为过水钢栈桥,红树林带东南部流速略有增加。码头施工期,红树林带69%～72%范围的悬浮泥沙浓度增量介于20～50 mg/L之间。码头建设前,红树林带泥沙平均冲淤量为0.27 cm/a;进港方案分别为不过水通道和过水钢栈桥,码头建设后红树林带淤积量增加的面积占比分别为96.6%和89.3%,平均冲淤量分别为0.45 cm/a和0.36 cm/a。过水钢栈桥替换不过水通道,红树林带冲淤增量下降了50.0%。研究结论可为潮间带水沙环境模拟和红树林带保护决策提供科学依据。     

大洋表层沉积物中甲烷代谢古菌群落的组成及分布特征

海洋沉积物中的甲烷代谢微生物是甲烷循环的关键参与者,其代谢过程对大气甲烷浓度及全球气候变化具有显著影响,研究其在全球大洋沉积物中的组成及分布特征是探究微生物介导甲烷循环的基础。采用焦磷酸454高通量测序测定甲烷代谢保守功能基因mcrA（Methyl coenzyme–M reductase A）分析全球大洋沉积物中甲烷代谢微生物群落的组成和多样性;结合荧光实时定量PCR技术检测了古菌和甲烷代谢古菌的丰度分布特征。与其他海洋生境对比,大洋沉积物中甲烷代谢古菌群落结构单一,大西洋和印度洋的α多样性指数显著高于太平洋（p<0.05）。在大洋沉积物样品中鉴定到3个目的甲烷代谢古菌,即甲烷杆菌目（Methanobacteriales）、甲烷八叠球菌目（Methanosarcinales）和甲烷微菌目（Methanomicrobiales）,其中甲烷微菌目占绝对优势,并主要由一簇未知类群（暂名Oceanic Sediments Dominant group,OSD group）组成。大洋沉积物的古菌16S rRNA基因丰度（湿重,下同）平均为8.81×10⁶ copies/g,大西洋的低于印度洋和太平洋;马里亚纳海沟基因丰度低于南海北部,且随着采样深度增加而呈降低趋势。大洋沉积物的mcrA基因丰度为1.38×10³～8.25×10⁴ copies/g。基因丰度大西洋最高,太平洋次之,印度洋最低;马里亚纳海沟略高于南海。本研究发现,相较于冷泉、热液、近海河口等海洋生境,大洋沉积物中甲烷代谢古菌丰度低且群落结构单一,不同海区样品间具有极高的相似性;同时发现OSD group是全球大洋沉积物样品的绝对优势类群,其与已知类群序列亲缘关系均较远,分类进化地位尚不明晰,值得进一步研究。     

关于二阶伴随模型的理论研究

Hesse矩阵-目标函数关于控制变量的二阶偏导数形成的矩阵,在变分数据同化过程中以及敏感性分析等方面起着重要的作用;它可以通过建立数学模型的一阶和二阶伴随模型求得.以浅水方程模型为例,利用泛函的Gâteaux微分和Hilbert空间上伴随算子的概念,导出了一阶和二阶伴随模型并由此得到Hesse矩阵.改进了Zhi Wang等(1992)建立的二阶伴随模型理论.     

渤海"9216"特大风暴潮过程的数值模拟

本文论述了我国渤海地区风暴潮的特点,指出渤海地区一年四季均有风暴潮发生,而且发生在这里的温带风暴潮较台风风暴潮既频繁又严重。建立了一个球坐标系下的温带风暴潮数值模式,并利用该模式对发生在渤海地区的9216号特大风暴潮进行了数值模拟,成功地再现了这次过程,这表明：只要计算的风场准确,温带风暴潮的数值预报是可行的．     

关于台风风场研究进展的若干问题探讨

台风是对我国造成严重危害的中尺度天气系统,随着沿海地区经济的发展以及越来越多的海洋开发工程的进行,对台风的研究也日益受到重视。本文从台风的观测、理论和数值研究几个方面综合分析了台风研究中的若干问题,并对现阶段存在的问题进行了讨论。     

海洋浮游植物的生物富集热力学模型——对疏水性污染有机物生物富集双箱热力学模型

依据疏水性有机物（ＨＯＣ）在有机相／水相之间简单物理化学分配的基本原理,提出了浮游植物对ＨＯＣ生物富集双箱热力学模型。得出浮游植物对ＨＯＣ的生物富集因子ＢＣＦ与浮游植物比表面积Ｓ,有机物正辛醇／水分配系数ｋｏｗ,有机物在水中浓度Ｃｗ之间皆存在ｌｏｇ－ｌｏｇ相关性的结论,并且由海洋浮游植物对氯代苯的生物富集实验结果验证了该模型。     

Numerical simulation of sloshing waves in a 3D tank based on a finite element method

The sloshing waves in a three dimensional (3D) tank are analysed using a finite element method based on the fully non-linear wave potential theory. When the tank is undergoing two dimensional (2D) motion, the calculated results are found to be in very good agreement with other published data. Extensive calculation has been made for the tank in 3D motion. As in 2D motion, in addition to normal standing waves, travelling waves and bores are also observed. It is found that high pressures occur in various circumstances, which could have important implications for many engineering designs.     

Distribution and invasion of Spartina alterniflora within the Jiaozhou Bay monitored by remote sensing image

Spartina alterniflora as an alien invasive plant, poses a serious threat to the ecological functions of the coastal wetland of the Jiaozhou Bay. As of 2019, the distribution area of S. alterniflora in the Jiaozhou Bay has reached more than 500 hm². For this reason, combined with field surveys, remote sensing monitoring of the invasion S.alterniflora in the Jiaozhou Bay has been carried out. To accurately identify S. alterniflora within the Jiaozhou Bay coastal wetland, we used a new m...     

Self-Weight Penetration Characteristics of the Suction Foundation with Different Diameters in Sand

During the self-weight penetration process of the suction foundation on the dense sand seabed, due to the shallow penetration depth, the excess seepage seawater from the outside to the inside of the foundation may cause the negative pressure penetration process failure. Increasing the self-weight penetration depth has become an important problem for the safe construction of the suction foundation. The new suction anchor foundation has been proposed, and the self-weight penetration characteristics of the traditional suction foundation and the new suction anchor foundation are studied and compared through laboratory experiments and analysis. For the above two foundation types, by considering five foundation diameters and two bottom shapes, 20 models are tested with the same penetration energy. The effects of different foundation diameters on the penetration depth, the soil plug characteristics, and the surrounding sand layer are studied. The results show that the penetration depth of the new suction foundation is smaller than that of the traditional suction foundation. With the same penetration energy, the penetration depth of the suction foundation becomes shallower as the diameter increases. The smaller the diameter of the suction foundation, the more likely it is to be fully plugged, and the smaller the height of the soil plug will be. In the stage of self-weight penetration, the impact cavity appears around the foundation, which may affect the stability of the suction foundation.