庙岛南部海域海砂开采对海底地形的影响

利用庙岛南部海域海砂开采区海底地形实测资料,对比分析了海砂开采过程中历年来海底地形地貌的特征变化,发现采砂活动并未引起该区水深发生较大变化。由于动态补偿作用,采砂以后在潮流和波浪的共同作用下,周围海域的泥沙将不断向采砂导致的深槽内填充,并使深槽逐渐变浅。输沙量计算结果表明,长岛海域净供砂量为9.0×104m3/a。从输沙方向看与潮流和波浪的影响及海底地形的走向密切相关。目前开采量小于3.3×104 m3/a,如果按照目前采砂规模,保证安全生产,采砂工程不会对海底地形、海岸地貌造成明显的影响。     

四倍体与二倍体太平洋牡蛎离体精子的存活能力比较

在不同海水温度和不同精子密度条件下对四倍体(4n)与二倍体(2n)太平洋牡蛎(Crassostrea gigasThunberg)离体精子的存活能力进行了比较.结果表明,四倍体与二倍体太平洋牡蛎精子的存活时间均随水温的升高和密度的降低而缩短,四倍体牡蛎精子的存活能力低于二倍体.四倍体牡蛎精子在海水温度10℃可存活8 h,在28℃仅存活2 h;二倍体牡蛎精子在10℃可存活12 h,在28℃仅存活4 h.四倍体牡蛎精子在较高密度(6.4×10<'7>个/Ml)下可存活8 h,较低密度(2.0×106个/Ml)下低于1 h;在与四倍体牡蛎精子相同的高、低密度下,二倍体存活时间分别超过10 h和1 h.     

广西北海近岸表层沉积物Cr与粒度关系研究

根据广西北海近岸表层沉积物取样测试结果,通过统计方法分析了研究区表层沉积物粒度特征、重金属Cr分布及其相互关系。结果表明,Cr含量为5.2×10~(-6)~66.7×10~(-6),在不同沉积物显示出不同统计特征;由于波浪淘选作用,表层沉积物砂分布最为广泛,粒级主要在~0.5mm到~0.25mm之间;砂由于颗粒较粗,其粒级与Cr关系较为分散,但总体上仍然存在着线性关系,且随着粒级变细相关性提高。黏土质砂的粒级与Cr线性关系明显改善,吸附粒级拐点在~0.125mm至~0.063mm之间;Cr含量与分选和平均粒径为线性关系,与偏态、峰态为聚类关系,并划分出五类聚类类型;有机质随沉积物颗粒变细而升高,变化范围为0.02%~1.29%,在黏土质砂中与Cr为显著线性正相关,且高、低值分段拟合关系稳定。Cr/Org比值变化很大,在(43~419)×10~(-6)/%之间,高、低值段Cr与有机质关系均表现稳定。长石/石英比值为0.03~0.08表明化学风化尚在初级阶段,Cr与该比值的关系尚不明显;以最小二乘法线性拟合参数|k|·R~2来综合表示沉积物组分、成分和粒级对Cr之影响性,砂沉积物中以砂组分影响力最大,砂质黏土中,砂组分含量大为降低,有机质权重最高。     

海水环境粉煤灰混凝土结构耐久性现场检测与评估分析

对服役12年的华南某跨海大桥典型构件开展碳化性能、氯离子扩散性能等指标的耐久性检测,评估了海水环境下掺粉煤灰的高性能混凝土长期耐久性。研究表明:随高程的增加混凝土碳化深度逐渐增大,其中大气区浪溅区水位变动区,碳化作用对粉煤灰混凝土结构耐久性的影响较小;粉煤灰可显著提升实体结构混凝土抗氯离子侵蚀性能,粉煤灰高性能混凝土的氯离子扩散系数不大于0.40×10-12m2/s,比普通混凝土氯离子扩散系数降低了约6倍;利用规范计算了引桥承台混凝土中氯离子含量计算值,其计算值与实测值吻合较好,可用于实体工程混凝土结构的耐久性评估,评估结果显示采用粉煤灰高性能的桥梁典型构件满足100年设计使用寿命的要求。     

夏季南极长城湾海流变化特征及其对浮游植物生物量的影响

通过对2010/2011年夏季南极长城湾叶绿素a浓度和海流等环境参数的传感器连续观测;研究其时空变化特征及海流对浮游植物生物量的影响。结果表明;12.9 m水层叶绿素a浓度从12月中旬开始增长;直至2月上旬开始维持相对稳定;期间出现两个高值点（2.74 μg/L和3.76 μg/L）。叶绿素a浓度表现出了24 h周期变化特征;每日叶绿素a浓度最高值出现在正午前后时段的概率要高于其他时段。表层海水受西北风影响;流速较大;约为60~100 cm/s;中层和底层水体流速较小;约为10 cm/s。表层的风海流使海水在长城湾发生辐散;下层海水向上涌升;驱动了水体的垂直交换。长城湾与麦克斯韦尔湾存在水体交换;水体主要从中层进入湾内;从表层输出。长城湾的叶绿素a浓度与流速呈显著负相关;表明低流速环境有利于长城湾浮游植物的生长。     

铅在海水中的析出及其对急性毒性实验的影响

铅(Pb)在海水中易产生沉淀,这将影响毒性实验中效应值的计算。本研究通过海水中不同重金属对中国广泛分布的底栖无脊椎动物双齿围沙蚕(Perinereis aibuhitensis)以及毒理学研究常用的海水模式生物卤虫(Artemiasalina)的急性毒性实验,对比分析了海水中Pb的生物毒性特点以及暴露溶液中Pb的析出对毒性实验结果的影响。用人工海水与天然海水配制Pb溶液时,理论浓度为18.7～1 200mg/L的Pb溶液中均出现大量白色沉淀。通过扫描电子显微镜能谱(SEM-EDS)对析出物进行检测,根据元素组成推测析出物主要为氯化铅与碳酸铅。对溶液浓度进行检测发现,Pb的实测浓度仅为理论浓度的1/15～1/2,根据实测浓度计算的Pb对双齿围沙蚕和卤虫的96h/48h半数致死浓度(LC₅₀)值低于根据理论浓度计算值的1/10。对比Pb、Cu、Cd对双齿围沙蚕与卤虫的LC₅₀值发现, Pb对水生生物的毒性低于Cu和Cd,且对不同生物的毒性效应存在差异。对比研究报道中Pb对海洋生物的急性毒性效应发现,Pb对幼体生物的毒性效应较显著,而在海水有效溶解...     

水体多次散射作用对分析模型f值贡献率的影响因素分析

基于HYDROLIGHT光学模拟软件模拟水表面以下辐照度比R(0~-)和参数f值,着重分析多次散射作用对f值的贡献率以及太阳天顶角、风速和b_b/(a+b_b)对贡献率的影响,结果表明:多次散射作用对参数f的贡献率受到太阳天顶角、风速和b_b/(a+b_b)的共同影响,使得多次散射作用具有一定的时空差异;贡献率P_(ms)在太阳天顶角从0(°)～85(°)的范围内,随太阳天顶角的增加呈现波动状态,但这种波动随b_b/(a+b_b)值的增加而减弱,P_(ms)在0m/s到4m/s的范围内存在较大的波动,而当风速增加到4m/s时,几乎不随风速的变化而变化;多次散射作用对参数f的贡献率最大值可以达到24.41%,因此在内陆湖泊高散射特性水体中必须考虑多次散射作用对R(0~-)的影响.     

海洋分层介质中雷电电流源的水平辐射电场传播特征研究

随着我国海洋战略的持续推进,海上各类固定及移动的工作平台均需进行更加有效的雷电防护。海上防雷工作中深入了解雷电电流源水平辐射电场(Er),在海洋分层介质中的传播特性则是一项十分重要的工作。本文就能够对海上设施产生较大影响的地闪进行研究,因此选取具有代表性的正地闪首次回击电流源(PS)及Nucci电流源(TLS),通过时域的方法对两种雷电电流源的水平辐射电场在由空气、海水及洋壳所组成的海洋分层介质中的传播特征进行对比分析。结果表明:(1)在海面及其以上的高度(h≥0 m),当距雷电电流源水平距离r=0 m时,两种雷电电流源产生的Er均为正值;其中PS产生的Er是随时间呈对数增加,而TLS的则随时间呈单峰正偏态分布;当r0 m时,两种雷电电流源产生的Er与r=0 m时的基本呈反位相。(2)当r=0 m,h介于0~50 m及100~500 m之间,PS于雷电发生后10μs的Er值则分别介于3.273 3×10~6~1.177 1×10~7v/m及1.035 1×10~7~1.155 3×10~7v/m之间,而TLS的Er峰值则分别为9.274 7×10~5~2.887 6×10~6v/m及2.688 7×10~6~2.854 2×10~6v/m之间。(3)当h=10 m,r介于50~500 m之间,PS于10μs的Er值则介于-1.1216×104~-7.027 9 v/m之间,而TLS的Er峰值则介于-2.478 4×10~3~1.385 9 v/m之间;当h=10 m,r=1 000 m时,TLS的Er峰值为9.482 6 v/m。(4)在海面以下(h0 m),r介于50~1 000 m之间,两种雷电电流源的Er主要为正,且随时间均呈单峰正偏态分布;当h=-5 m及-10 m时,PS与TLS的Er值于两个深度的差分别介于5~53 v/m与2~28 v/m之间。     

海水酸化和碱化对斑点海链藻光合生理特性的影响

大气CO₂浓度升高引起的海洋酸化可能对浮游植物造成不同程度的影响。而近海浮游植物不仅面临着海水酸化问题，还会受到海水溶解性CO₂降低及pH升高(海水碱化)的影响。本实验以斑点海链藻(Thalassiosira punctigera)为研究对象，测定7个不同pCO₂水平(25 μatm、50 μatm、100 μatm、200 μatm、400 μatm、800 μatm、1 600 μatm)下的生长、光合作用和呼吸作用速率、细胞粒径、叶绿素a和生物硅含量以及叶绿素荧光等参数。结果表明，与400 μatm相比，在海水酸化(pCO₂ > 400 μatm)和海水碱化(pCO₂ < 400 μatm) 条件下，斑点海链藻的生长速率和叶绿素a含量都显著降低，但是碱化条件下降低的程度更大。此外，碱化处理的藻细胞光合作用速率、最大量子产量(Fv/Fm)和最大相对电子传递速率(rETR_max)都显著低于400 μatm培养下的细胞，而呼吸作用速率显著升高，但是生物硅含量和细胞大小无明显变化。研究表明海水碱化和海水酸化均会抑制其生理活动，而且海水碱化对其影响更显著。这表明正常pCO₂生长下的藻细胞具有最适的生理状态。本研究可为探究海水碳酸盐系统变化对海洋初级生产力的影响提供一定的数据支持。     

气体交换速率和时间平均尺度对海-气碳通量估计的影响

基于卫星资料建立的CCMP风场、ECMWF波浪和最新CO₂分压数据, 分别用4种以风速为单参数和2种包含海况影响的双参数气体交换速率公式, 估算了全球海-气CO₂通量, 发现前者的结果比后者平均小30%左右, 从整体上看, 与单参数公式相比, 双参数公式使得海洋中CO₂源和汇的强度均明显增强。在此基础上, 讨论了时间平均尺度对海-气CO₂通量估计的影响, 结果表明, 标量平均法比矢量平均具有更好的稳定性, 但依然使得短时间平均比长时间平均得到的CO₂通量值要大, 月平均与6 h平均相比, 单参数公式和双参数公式分别使海洋的净吸收量减少33%和5%, 说明双参数公式具有较好的稳定性。研究还发现, 1988-2009年间, 全球平均风速有增大的趋势, 2006年前后出现一个极大值, 但相应的CO₂年净通量基本保持稳定, 甚至其绝对值有所减小、海洋的吸收能力减弱的倾向。     

Testing and evaluation of GFRP composite deck panels

Fiber reinforced polymer composite deck panels are effectively used in the construction of offshore structures such as pontoons, floating docks, oil drilling platforms, ocean thermal energy conversion (OTEC) systems and harbor structures due to their excellent corrosion and fatigue resistance, high strength to weight ratio and stiffness to weight ratio and less maintenance cost. The main objective of this investigation is to study the load–deflection behavior of glass fiber reinforced polymer (GFRP) composite deck panels under static loading. Three prototype GFRP composite deck panels each with a size of 3000 mm×1000 mm×300 mm were fabricated using hand lay-up process and tested under a factored load of AASHTO HS20/IRC Class A wheeled vehicle. The deck panels were analyzed using the standard FE software, ANSYS. Maximum deflection and strain at factored load, and flexural and shear rigidities were calculated in the FE analysis and compared with the experimental data, and also with the specifications given by the Ohio Department of Transportation (ODOT), USA. From this study, it is concluded that the fabricated GFRP deck panels satisfied the performance criteria specified by ODOT and can be used in berthing structures, bridges in coastal regions, offshore oil platforms, OTEC systems and also in seismic prone areas.     

On the energy dissipation of jacket type offshore platforms with different pile–leg interactions

In recent years, considerable amount of effort has been made to design earthquake resistant offshore structures in seismic active areas. In order to achieve this objective, all components of a typical structure should function properly to dissipate seismically-induced energy within the members. Among components of an offshore installation, braces are of significant importance as they contribute substantially to total energy dissipation of the structure. Buckling in compression and yielding in tension assist the process of energy absorption. Nevertheless, the functionality of braces is dependent upon their joints where joint-cans are included to avoid any brittle fracture and unpredicted failure mechanisms.In this paper, special attention is being paid to energy dissipation of jacket type offshore platforms with two different pile–leg interactions. A case study representing an offshore platform is studied both analytically and experimentally. Analytical models are validated step by step based on available experimental tests and observations on individual members. Several parameters such as cyclic behavior, maximum bearing load and most importantly energy dissipation of two different 2D frames are investigated. Results provide promising insights into design and fabrication of fixed platforms with different pile–leg interactions.     

基于分析模型的太湖悬浮物浓度遥感监测

悬浮物浓度是水质评价的一项重要指标,利用遥感技术准确获取区域面状水域悬浮物浓度信息,是遥感监测水质参数的一项重要任务。利用地面实测的14个样点的光谱数据,将2004年7月26日太湖TM数据的DN值,校正为遥感反射率,并利用Gordon模型和太湖水体固有光学特性,建立水体反射率模拟的分析模型,模拟水体R(0-),进而利用TM数据反演水体悬浮物浓度,并绘制太湖悬浮物浓度分布图。将悬浮物浓度反演的结果与14个样点的实测结果相比较,其中,有79%的样点的估计精度高于70%,有64%的样点的估计精度高于80%。     

Load characteristics of steel and concrete tubular members under jet fire: An experimental and numerical study

The aim of this study was to evaluate the load characteristics of steel and concrete tubular members under jet fire, with the motivation to investigate the jet fire load characteristics in FPSO topsides. This paper is part of Phase II of the joint industry project on explosion and fire engineering of FPSOs (EFEF JIP) ( [Paik and Czujko, 2009] and [Paik, 2010]). To obtain reliable load values, jet fire tests were carried out in parallel with a numerical study. Computational fluid dynamics (CFD) simulation was used to set up an adiabatic wall boundary condition for the jet fire to model the heat transfer mechanism. A concrete tubular member was tested under the assumption that there is no conduction effect from jet fire. A steel tubular member was tested and considered to transfer heat through conduction, convection, and radiation. The temperature distribution, or heat load, was analyzed at specific locations on each type of member. ANSYS CFX, (2008) and KFX, 2007 codes were used to obtain similar fire action in the numerical and experimental methods. The results of this study will provide a useful database to determine design values related to jet fire.     

基于ADP-XR和OBS-3A的潮滩水文泥沙过程研究 以胶州湾北部红岛潮滩为例

于2004年8月17~24日在胶州湾北部红岛潮滩上用OBS-3A和ADP-XR观测了水深、浊度、水平和垂直流速、回声强度、波浪、盐度、水温等水文泥沙要素,同时采集了悬沙和底沙样品作粒度分析.结果和结论为:(1)潮流动力较弱,表层和近底层最大流速分别只有31和26cm/s;(2)弱潮流动力导致潮周期大部分时间的悬沙浓度小于30mg/dm3,但浅水阶段近底悬沙浓度为100~1000mg/dm3;浅水阶段的短暂高悬浮泥沙浓度和其余长淹没时段的低悬沙浓度共同构成悬沙浓度的“U”形潮周期过程线;(3)悬沙浓度的垂直成层分布主要发生在潮周期的深水阶段和平静天气;(4)由于潮流弱和风浪的干扰,悬沙浓度未呈现大小潮周期的变化规律;(5)水体盐度为23.6~29.5;(6)淹没期的温度(21.4~28.6℃)比出露期的(19.3~30.9℃)稳定,温度极高值出现在午后出露期,而极低值出现在凌晨出露期;(7)“浅水效应”是弱动力潮滩泥沙运动的重要特点.     

斜向和多向不规则波在斜坡堤上的单波越浪量的实验研究

通过三维物理模型实验对斜坡堤上斜向和多向不规则波的单波越浪量进行了研究.实验考察了入射方向为0°~45°的斜向波和方向分布宽度为0°~25°的多向波以及混凝土和扭工字块体两种护面形式.在混凝土护面堤上用Weibull分布函数拟合了单波越浪量的累积频率分布,在影响因素不同的条件下确定了分布函数中的系数和越浪比例,给出了计算单波越浪量的公式,同时对扭工字块体护面堤上大约100个波中最大的单波越浪量进行了估算.     

Comparison of Strain-rate Dependent Stress-Strain Behavior from Ko-consolidated Compression and Extension Tests on Natural Hong Kong Marine Deposits

This article presents results from a series of K_o-consolidated compression and extension triaxial tests on specimens from undisturbed samples of Hong Kong Marine Deposits (HKMD). To investigate the strain-rate effects, a total of seven K_o-consolidated triaxial tests were conducted including four compression tests and three extension tests. After K_o-consolidation, the triaxial test specimens were sheared at step-changed axial strain rates under three different confining pressures of 50 kPa, 150 kPa, and 400 kPa, respectively. The step-changed strain rates were applied in the following order: +2%/h, +0.2%/h, +20%/h, -2%/h (unloading) and +2%/h (reloading) for the four compression tests and -2%/h, -0.2%/h, -20%/h, +2%/h (unloading) and -2%/h (reloading) for the three extension tests. The results are reported and analyzed in the paper. The results show that the strain rate effects, the stress-strain characteristics, and the effective stress paths of the specimens for tests in a compression state are different from those for tests in an extension stage. One order of magnitude increase in axial strain rate causes an average 8.6% increase in undrained shear strength for compression tests and a 12.1% increase for extension tests. It is also found that the failure mode of the specimens in compression is different from that in extension. The stress-strain behavior of specimens shows strain-softening and a clear shear band in compression tests, but strain-hardening without any clear shear band in extension tests for the same absolute value of axial strain.     

Changjiang River sediment delivering into the sea in response to water storage of Sanxia Reservoir in 2003

1 IntroductionHuman activitieshavebeen stronglyaffecting theworld river sedimentsupply to the oceans since the19thor20thcentury(StanleyandW arne,1993;Fanos,1995;Sm ithandW inkley,1996;Stanley,1996;Yang,Shi,etal.,2004;Yang,Zhao,etal.,2002).Thesedi-m enttra…     

近期长江河口南汇南滩水域水沙变化特征

基于南汇南滩水域2011年12月和2012年6月洪、枯季大潮的现场水文观测资料及2003年2月枯季大潮、2004年9月洪季大潮的历史观测资料,分析潮流历时、流速、优势流和含沙量等水沙现状和变化特征,探讨近年来该水域水沙变化的主要影响因素。结果表明:(1)目前,南汇南滩水域洪季大潮落潮流占主导优势,枯季大潮涨潮流占主导优势;(2)东海大桥及其周边促淤围垦工程后,洪季大潮落潮优势增强,涨潮垂线平均含沙量减少,落潮垂线平均含沙量增多;枯季大潮落潮优势减弱,涨、落潮垂线平均含沙量均减少;(3)近岸工程建设是南汇南滩水域洪季落潮优势增强、枯季落潮优势减弱的主要影响因素;涨、落潮垂线平均含沙量的变化主要与工程建设、流域来沙量减少、近岸沙体变迁等作用有关。可为河口河槽治理提供理论依据。     

Variations of suspended sediment transport caused by changes in shoreline and bathymetry in the Zhujiang (Pearl) River Estuary in the wet season

A wave-current-sediment coupled numerical model is employed to study the responses of suspended sediment transport in the wet season to changes in shoreline and bathymetry in the Zhujiang (Pearl) River Estuary (ZRE) from 1971 to 2012. It is shown that, during the wavy period, the large wave-induced bottom stress enhances sediment resuspension, resulting in an increase in the area of suspended sediment concentration (SSC) greater than 100 mg/L by 183.4%. On one hand, in spring tide, the change in shoreline reduces the area of SSC greater than 100 mg/L by 17.8% in the west shoal (WS) but increases the SSC, owing to the closer sediment source to the offshore and the stronger residual current at the Hengmeng (HEM) and Hongqili (HQL) outlets. The eastward Eulerian transport is enhanced in the WS and west channel (WC), resulting in a higher SSC there. The reclamation of Longxue Island (LXI) increases SSC on its east side and east shoal (ES) but decreases the SSC on its west and south sides. Moreover, in the WC, the estuarine turbidity maximum (ETM) is located near the saltwater wedge and moves southward, which is caused by the southward movement of the maximum longitudinal Eulerian transport. In neap tide, the changes are similar but relatively weaker. On the other hand, in spring tide, the change in bathymetry makes the SSC in the WS increase, and the area of SSC greater than 100 mg/L increases by 11.4% and expands eastward and southward, which is caused by the increases in wave-induced bottom stress and eastward Eulerian transport. On the east side of the WC, the eastward Eulerian transport decreases significantly, resulting in a smaller SSC in the middle shoal (MS). In addition, in the WC, the maximum SSC is reduced, which is caused by the smaller wave-induced bottom stress and a significant increase of 109.88% in southward Eulerian transport. The results in neap tide are similar to those in spring tide but with smaller changes, and the sediment transports northward in the WC owing to the northward Eulerian transport and vertical shear transport. This study may provide some references for marine ecological environment security and coastal management in the ZRE and other estuaries worldwide affected by strong human interventions.