东、黄海典型海区分粒级浮游植物叶绿素a的周日波动及影响因子

本文分析了东、黄海典型海区3个测站在2000~2003年间4个航次的叶绿素a周日变动特征,结果表明由于地理环境、水文特征以及季节差异,各海区叶绿素a表现出各自不同的变动特点.在东海陆架区,日变化上表层各粒级主要以半日周期为主,受黑潮入侵程度不同而略有变化;长江口由于受到潮汐的影响,各粒级的日变化同潮汐的涨落相对应,主要为半日周期;黄海中部海区叶绿素a尤其是NANO级浮游植物在周日变化上以全日周期为主,受黄海冷水团强弱不同而不同.本文进一步应用渐近回归初步分析了多种环境因子对叶绿素a周日变化的影响.     

白藜芦醇对饥饿条件下厚壳贻贝(Mytilus coruscus)抗氧化能力的影响

饥饿胁迫引起的肥满度下降及收割延迟是导致贻贝养殖产量下降的主要原因之一。探究白藜芦醇(Resveratrol,RES)对饥饿条件下贻贝抗氧化能力的影响,揭示贻贝对饥饿胁迫的响应机制,对指导贻贝健康养殖具有重要意义。在饥饿胁迫条件下,分别采用10、20、50、100μmol/LRES处理厚壳贻贝,9d后采集贻贝组织样品并进行氧化应激指标检测。结果表明,饥饿胁迫显著增加厚壳贻贝组织中丙二醛(MDA)含量,同时显著降低过氧化氢酶(CAT)、超氧化物歧化酶(SOD)、谷胱甘肽过氧化物酶(GSH-PX)、碱性磷酸酶(AKP)和酸性磷酸酶(ACP)活性和还原性谷胱甘肽(GSH)含量。RES处理后,厚壳贻贝组织中MDA含量显著降低,但随着RES浓度的增加显著升高;性腺和鳃中CAT、SOD、GSH-PX、AKP、ACP活性和GSH水平、后闭壳肌中CAT、AKP活性和GSH水平以及外套膜中CAT、SOD、GSH-PX、ACP活性和GSH水平均随着RES处理浓度的增加先升高后降低。此外,10或20μmol/LRES处理能显著减轻饥饿胁迫引起的贻贝性腺中滤泡降解、配子退化及鳃丝纤毛脱落及结构受损;且各组贻贝后闭壳肌和外套膜组织形态学无明显变化。研究结果表明饥饿胁迫能显著抑制厚壳贻贝的抗氧化能力,但10或20μmol/LRES处理可减轻饥饿胁迫诱导的脂质过氧化和组织氧化应激损伤,且厚壳贻贝对饥饿胁迫诱导的氧化应激损伤表现出一定的组织差异性。     

渤海湾表层沉积物元素地球化学分布特征与影响因素

对取自渤海湾的307个表层沉积物进行了元素测试和粒度分析。渤海湾表层沉积物的常微量元素呈现4种组合:富集于粗粒沉积区的SiO_2、Na_2O亲碎屑元素组合;富集于细粒沉积区的以Al_2O_3和重金属元素为代表的亲黏土元素组合;与缺氧环境有关的MnO、V、TOC元素组合和与河流输入有关的陆源CaO、TiO_2元素组合。粒度粗细主导了渤海湾元素含量分布的整体格局;海域河流物源供应不同较大影响了渤海湾南部(富Na_2O、CaO和SiO_2)和北部(富Ba和P_2O_5)在元素含量上的差异;高流速潮流对海底的冲刷再分配导致曹妃甸南侧Sr、Ca元素的条带状富集异常;有机质在细粒沉积区的富集导致缺氧环境的形成和K_2O、Mn、V、自生黄铁矿的海洋自生化学沉积;人类活动导致以Pb为代表的重金属污染在河流入海口、港口及沿岸海域的元素分布异常;曹妃甸沙坝内侧的泻湖(海洋钙质生物沉积)与沙坝外侧水下岸坡(陆源碎屑沉积)的截然不同的物源,导致了独特地貌沉积环境下元素分布的局部差异。     

Numerical modeling investigation on turbulent oscillatory flow over a plane rough bed composed by randomly arrayed particles

A three-dimensional numerical model is established to simulate the turbulent oscillatory boundary layer over a fixed and rough bed composed by randomly arrayed solid spheres based on the lattice Boltzmann method and the large eddy simulation model.The equivalent roughness height,the location of the theoretical bed and the time variation of the friction velocity are investigated using the log-fit method.The time series of turbulent intensity and Reynolds stress are also investigated.The equivalent roughness height of cases with Reynolds numbers of 1×10~4–6×10~4 is approximately 2.81 d(grain size).The time variation of the friction velocity in an oscillatory cycle exhibits sinusoidal-like behavior.The friction factor depends on the relative roughness in the rough turbulent regime,and the pattern of solid particles arrayed as the rough bed in the numerical simulations has no obvious effect on the friction factor.     

尼泊尔地震的NOAA卫星数据震前异常分析

发生地震时常伴随有地热辐射增强现象,这些异常信息隐藏于遥感卫星NOAA所捕获的地球射出长波辐射（OLR）数据中,目前多数研究还停留在对源数据的解读,缺乏有效的信息处理技术,致使大部分的OLR数据没有得到充分利用。因此,本文提出一种基于鞅理论的概率统计方法来识别异常特征算法,从有噪声的非结构化的源数据中提取出震前OLR数据异常变化特征序列,从时间序列和地域范围进行震前异常分析。本算法实验是以尼泊尔的在2014年9月至2015年7月期间（包括2015年4月25日Ms7.8大地震）发生的3次地震的OLR数据为例,实验结果显示震中区域的OLR数据在震前的2~3个月开始有显著的异常数据变化,通过分析发现数据显示数据异常在震前出现的时间长短与地震的大小相关,异常的发生区域与震区周围的地貌特征相关。这说明基于鞅理论的算法所提取的OLR数据异常点序列的确与地震发生的时间地点是有关系的。     

武汉主城区液化潜能分区研究

搜集并整理武汉主城区地震安全性评价控制性钻孔SPT-N资料,配合武汉市地震动参数小区划成果,采用规范法对各场地土层在罕遇地震作用下液化可能性进行判别。以液化指数作为分区指标并结合各场地坐标,绘制武汉主城区液化潜能分区图。分区图初步预测了罕遇地震发生以后,可能发生液化的区域及其严重性,且表明无论是分布面积还是液化潜能,长江右岸均大于长江左岸。通过与4次历史大震液化资料的对比分析,武汉主城区可能液化场地具有地下水位埋深浅、液化土层分布范围广、埋藏深度大的特点。     

深水铺管船托管架疲劳分析及动态监测点选取研究

作为S型铺管作业的关键性装备,托管架长期承受着交变载荷的作用,随着海洋开发向超深水发展,结构疲劳破坏问题不容忽视。采用疲劳谱分析的方法并结合线性累积损伤理论,对托管架结构频域下的变形进行了分析,计算了正常海况下和极端海况下托管架疲劳损伤度并对疲劳寿命进行了评估。研究发现托管架在正常海况下作业符合安全要求,在极端海况下局部结构会受到破坏。并从托管架结构安全监测角度,筛选了结构疲劳分析关键点位,为监测点位的选取提供了依据。     

Properties of geogrid-reinforced marine slope due to the groundwater level changes

Evaluation of slope stability, especially in the absence of a proper bed such as marine soils, is one of the most important issues in geotechnical engineering. Using geogrid layers to enhance the strength and stability of embankments is regarded as a commendable stabilization method. On the other hand, groundwater level erratically fluctuates in coastal areas. Therefore, the aim of this research is to study the effects of groundwater level changes on stability of a geogrid-reinforced slope on loose marine soils in Qeshm Island, Iran. At first, geotechnical properties of the site were obtained by comprehensive series of geotechnical laboratory and in situ tests. Then, by simultaneous changes of groundwater level and several parameters such as embankment slope, loading, geogrid length, geogrid number, and tensile strength of geogrid, different characteristics such as embankment safety factor (SF), vertical and horizontal displacements at embankment top and embankment base were studied. It was observed that groundwater level had significant effects on behavior of the embankment. For most of the observations, by decreasing the groundwater level, the displacements decreased and consequently safety factor increased. Increasing the length, number, and tensile strength of geogrid led to the reduction of displacements and an increase in the safety factor.     

Countermeasures for breakwater foundation subjected to foreshocks and main shock of earthquake loading

Coastal protective structures, such as composite breakwaters, are generally vulnerable to earthquake. It was observed that breakwaters damage mainly due to failure of their foundations. However, the seismically induced failure process of breakwater foundation has not been well understood. This study describes failure mechanism of breakwater foundation as well as a newly developed reinforcing model for breakwater foundation that can render resiliency to breakwater against earthquake-related disasters. Steel sheet piles and gabions were used as reinforcing materials for foundation. The experimental program consisted of a series of shaking table tests for conventional and reinforced foundation of breakwater. Numerical analyses were conducted using finite difference method, and it was observed that the numerical models were capable to elucidate the seismic behavior of soil–reinforcement–breakwater system. This paper presents an overview of the results of experimental and numerical studies of the seismic response of breakwater foundation. Overall, the results of these studies show the effectiveness of the reinforced foundation in mitigating the earthquake-induced damage to the breakwater. Moreover, numerical simulation was used for parametric study to determine the effect of different embedment depths of sheet piles on the performance of breakwater foundation subjected to seismic loading.     

基于可靠性的海洋立管疲劳安全系数研究

综合考虑了立管疲劳安全系数取值的相关因素——立管的安全等级、设计寿命、检验周期、载荷和损伤计算方法等的不确定性,提出了基于可靠度的疲劳安全系数确定方法,筛选了用于计算波致疲劳和VIV(涡激振动)疲劳的随机变量,给出了立管波致疲劳与VIV疲劳安全系数的计算流程,并以某SCR(钢悬链线立管)为例进行了安全系数计算。结果表明,该方法的计算结果优于传统的安全系数确定方法,尤其适合于特殊工程方案或新颖设计的立管疲劳校核。