Effect of compressive strength on the performance of the NEMO-LIM model in Arctic Sea ice simulation

Satellite records show that the extent and thickness of sea ice in the Arctic Ocean have significantly decreased since the early 1970s.The prediction of sea ice is highly important,but accurate simulation of sea ice variations remains highly challenging.For improving model performance,sensitivity experiments were conducted using the coupled ocean and sea ice model(NEMO-LIM),and the simulation results were compared against satellite observations.Moreover,the contribution ratios of dynamic and the...     

Bioavailability of different chemical forms of dissolved silica can affect marine diatom growth

In this study, we demonstrate that dissolved silica obtained from mineral (crystalline quartz), biogenic amorphous (diatomaceous earth) and artificial amorphous sources (Aerosil) influence the growth rate of two marine diatoms, Chaetoceros sp. and Skeletonema marinoi. Diatoms were reared in four different experimental conditions in artificial seawater containing either dissolved silica previously obtained through dissolution of the mineral crystalline quartz or two amorphous substrates, biogenic diatomaceous earth or artificial Aerosil silica. Sodium metasilicate was used as control. When the silica in the different media reached concentrations higher than 107 μm , particles were eliminated by filtration and the diatom cells were inoculated. Maximum cell density, growth and silica assimilation rates of both species in the presence of dissolved silica derived from crystalline quartz and metasilicate were higher than those obtained with the other silica sources. These results are discussed against the background of previous geochemical studies that have shown that silica–water interactions are strictly dependent on the silica polymorphs involved and on the ionic composition of the solution. Our results demonstrate that the soluble silicon compounds generated in seawater by crystalline sources are highly bioavailable compared with those generated by biogenic and amorphous materials. These findings are potentially of considerable ecological importance and may contribute to clarifying anomalous spatial and temporal distributions of siliceous organisms with respect to the presence of lithogenic or biogenic silica sources in marine environments.     

辽河口海冰压缩强度基本特性分析

海冰的压缩强度是海冰最主要的力学特性.针对辽河口附近海域海冰的压缩强度指标,2014~2015年冬季于辽河口附近采样并进行室内测试.内容包括单轴压缩强度实验、侧限压缩强度实验、变尺寸压缩强度测试.实验表明辽河口海冰压缩强度受应变速率、卤水体积影响显著.侧限压缩实验要比单轴压缩实验所得结果略大.不同高宽比的试样在相同应变速率的前提下压缩强度变化不明显,尺寸影响不显著.     

两种不同海洋生物材料对大鼠急性创面修复效果的研究

为研究来源于海洋的鱼类胶原蛋白和海藻酸盐对创面的修复效果,建立大鼠皮肤急性创面模型,对两种材料的功效进行探索。研究采用临床常用创面敷料使用方法,将两种材料植入创面处,采用细胞生物学、病理学等方法进行观察评价。结果显示,鱼胶原蛋白和海藻酸盐均具有良好的生物相容性和诱导创面修复能力,但在诱导血管长入、材料降解融合以及整体创面修复状态等方面,鱼类胶原蛋白要优于海藻酸盐。结果证明,两种不同的海洋生物材料均可以创造良好的伤口愈合环境,有效促进创面的修复。     

海洋环境中的溢油风化过程

<正>随着石油工业和海上石油开发的迅速发展,水上石油运输日益繁忙,因海损、触礁、机械故障、人为操作不当等导致的石油溢油事故也日益增多,特别是大规模的溢油事故,其污染危害之严重,已为举世瞩目。研究溢油进入海洋环境后的行为,对于确定预警方案和相应治理措施具有重要意义。     

Effect of salt on strength development of marine soft clay stabilized with cement-based composites

Abstract

Marine soft clay with a high salt concentration is widely distributed in coastal areas. In this study, cement-based composites consisting of cement, silica fume, plant ash and NaOH were used as a substitute for ordinary Portland cement, and the effect of salt (sodium chloride) on the strength development of clay was investigated by unconfined compressive strength (UCS) testing and scanning electron microscopy (SEM). With the addition of sodium chloride (NaCl), the amount of cementitious materials decreased, and the salt (sodium chloride) was considered to consume the cement-based composites. The consumption effect could be quantitatively evaluated by the consumption index of salt (CIS) and the clay-water/cement ratio hypothesis. The relationship between the CIS and curing period and an UCS prediction model of clay stabilized with cement-based composites with different salt contents and curing times were established. The CIS gradually decreased with increasing curing time and cement-based composites content. The accuracy of the prediction model was evaluated by a comparative analysis between the measured strengths and predicted strengths; the deviation was mostly within 10%. SEM analyses were employed to describe the changes in the microstructure of the specimens and the influencing mechanism of salt on clay stabilized with cement-based composites.     

混凝土动态压缩试验及其本构模型

按照地震荷载作用的速率范围，利用最新研制和改造的大型混凝土静，动试验系统，进行了4种数量级加载速率下混凝土轴向压缩试验，测得了混凝土动态强度，弹性模量，泊松比及应力-应变关系，根据加载条件和混凝土静，动态试验结果间的关系，建立了混凝土的动态本构模型，为地震区的混凝土结构，海上混凝土采油平台和核防御壳等结构受动荷载作用的分析提供参考。     

海洋环境中氟喹诺酮类抗生素(FQs)分析的样品前处理与检测技术

氟喹诺酮类(FQs)药物是一种广泛使用的人工合成类抗生素,存在于水体、沉积物等各种环境介质中,并在水生生物体内得到富集,对人类健康和全球生态系统的可持续发展有重要的影响。环境中FQs残留的分析检测是了解其环境生物地球化学行为和潜在生态环境风险的基础,本文系统总结了近几年海洋水体、沉积物和生物体样品中FQs的残留特征、样品前处理与检测技术,在此基础上,前瞻分析了海洋环境中FQs残留分析检测技术的发展趋势。分析表明,FQs的分离富集和测定必须充分考虑FQs的物理化学性质和样品成分的复杂性。海水样品准备应注意过滤膜的选择和pH的调节;沉积物和生物体的样品准备应考虑水分、萃取溶剂、基质效应和pH的影响,并使用超声萃取。固相萃取、QuEChERS萃取、磁性固相萃取是分离富集FQs较常用的方法,吸附剂、淋洗溶液和洗脱溶液的选择和优化是提高样品回收率的关键。FQs的检测大多通过液质联用或液相色谱结合荧光检测器进行,其中色谱柱的选择、离子对试剂的添加和进样pH值的调整都是优化的关键因素。研究指出海洋领域FQs在线自动SPE技术的开发以及新型萃取吸附剂的研制应在未来研究中被重点关注。     

Experimental study on the unconfined compressive strength of carbon fiber reinforced clay soil

To study the effect and mechanism of carbon fiber reinforced clay, a series of unconfined compression tests for clay reinforced with carbon fiber have been performed under the conditions of controlled water content and dry density. The carbon fiber is mixed into soil with the quality percentage of 0.01, 0.02, 0.03, 0.05, 0.1, 0.15, 0.25, 0.35, and 0.5%, then a certain quality of water was added in the soil to achieve the optimum soil water content. Ten groups of samples were tested by the unconfined compression experiment. The results showed that the incorporation of carbon fiber elements can effectively improve the unconfined compressive strength and brittle failure mode of soil. The soil is strengthened at the beginning and then weakened with the increased incorporation of carbon fiber, the effect is especially significant when the mix percentage becomes 0.1%. The interaction at the interface between carbon fiber surface and soil matrix is analyzed by using scanning electron microscopy (SEM). It is found that the enhancement mechanisms of carbon fiber reinforced soil are one-dimensional reinforcement of a single carbon fiber thread and three-dimensional reinforcement caused by fiber network respectively.     

北极夏季海冰单轴抗压强度研究

The results on the uniaxial compressive strength of Arctic summer sea ice are presented based on the samples collected during the fifth Chinese National Arctic Research Expedition in 2012(CHINARE-2012). Experimental studies were carried out at different testing temperatures(-3,-6 and-9°C), and vertical samples were loaded at stress rates ranging from 0.001 to 1 MPa/s. The temperature, density, and salinity of the ice were measured to calculate the total porosity of the ice. In order to study the effects of the total porosity and the density on the uniaxial compressive strength, the measured strengths for a narrow range of stress rates from 0.01 to 0.03 MPa/s were analyzed. The results show that the uniaxial compressive strength decreases linearly with increasing total porosity, and when the density was lower than 0.86 g/cm3, the uniaxial compressive strength increases in a power-law manner with density. The uniaxial compressive behavior of the Arctic summer sea ice is sensitive to the loading rate, and the peak uniaxial compressive strength is reached in the brittle-ductile transition range. The dependence of the strength on the temperature shows that the calculated average strength in the brittle-ductile transition range, which was considered as the peak uniaxial compressive strength, increases steadily in the temperature range from-3 to-9°C.     

Trace metal composition of colloidal organic material in marine environments

Marine colloidal material (1 kDa–0.2 μm) was isolated by cross-flow ultrafiltration followed by diafiltration and freeze-drying from surface waters of the Gulf of Mexico and the Middle Atlantic Bight (MAB), as well as from estuarine waters of Galveston Bay. Elemental characterization of isolated colloidal material included organic carbon (OC) and selected trace metal (Cu, Pb, Zn, Cd, Co, Ni, Cr, Be, Fe, Al, Mn, V, Ba, and Ti) determinations. It was found that levels of these metals in marine colloids ranged from <0.1 to 50 μg/g colloidal matter, except for Fe which generally had a concentration >120 μg/g. Most metals (Cu, Pb, Zn, Ni, Al, Mn, V, and Ti) had an average concentration >1 μg/g while concentrations of Cd, Co and Be were usually <1 μg/g. Metal concentrations (μg/g) in isolated colloids were, in general, higher in Galveston Bay than in the Gulf of Mexico, suggesting either high abundance of trace metals in estuarine waters or differences in organic matter composition. Higher colloidal metal concentrations in the MAB than in the Gulf of Mexico might be due to higher terrestrial inputs in the MAB. Colloidal metal concentrations (μg/g) were generally lower than those in average soils, continental crust and suspended particles. However, metal/aluminum ratios (Me/Al) in isolated marine colloids were significantly higher than those for average soils and continental crust. Most importantly, colloids had a metal composition and metal/OC ratio (Me/C) similar to humic substances and marine plankton, suggesting that marine colloids largely originate from planktonic sources and are composed of predominately organic components. The Me/C ratios of Galveston Bay colloids followed the sequence of Cu>Ni, Cr, Zn>Mn>Co>Pb, Cd, which is similar to the Irving–Williams order except for Mn, suggesting that the interaction of metals with marine colloids is determined by the affinity of metals for specific organic ligands.     

加筋板的轴压强度受加筋随机点蚀的影响研究

船舶与海洋结构在服役期间会遭受电化学和微生物侵蚀等多种腐蚀环境影响,加筋板作为此类结构的主要受力构件,其表面易产生不规则形态的点蚀,引起构件的强度退化。利用ANSYS有限元软件构建加筋腹板遭受随机点蚀损伤的加筋板有限元模型,研究带板长宽比、带板长细比、加筋长细比和腐蚀体积损失率对加筋板极限强度的影响。研究结果表明,加筋遭受同等腐蚀体积损失率下,带板长宽比变化对极限强度退化的影响很小,但带板长细比和加筋长细比变化产生的影响明显;带板长细比越大,极限强度退化越严重,而加筋长细比越大,极限强度退化反而越小。针对文中研究的加筋板,当加筋长细比为 0.2时,腐蚀体积率为14%的随机点蚀导致结构极限强度退化程度达到约14.0%。因此,加筋的随机点蚀损伤会显著削弱加筋板结构的极限强度,其影响不可忽略。     

Study on the oceanic environments relating to the marine living resources

This is a review of the study on the oceanic environments relating to the marine living resources carried out since 1947, during more than 35 years which are the period of the authors oceanographic research life for fisheries. Its content consists of describing the outlines of, (1) the oceanographic study of the Subarctic Region of the Northwestern Pacific as the salmon living waters, (2) the study on dilution processes of the effluent in the coastal waters in relation to marine pollution, (3) the oceanographic study on transportation and diffusion of fish eggs and larvae in relation to the recruitment of living resources and (4) the study on forecasting of the fisheries and oceanographic conditions, and a short note on direction of fisheries oceanography expected to be studied in the future.     

Linking bacterial community structure to carbon fluxes in marine environments

Microbial oceanography is undergoing a dramatic revolution thanks to the rapid development of novel techniques that allow the examination of microbial diversity and functions via molecular methods, including genomic and metagenomic analyses. During the past decade, studies have revealed previously unknown and surprisingly diverse bacterial communities in marine waters. These studies have radically changed our understanding of spatiotemporal patterns in marine bacterial community composition and the distribution of specific genes. However, our knowledge of the role of individual bacterial subgroups in oceanic food webs and biogeochemical cycles remains limited. To embed the internal dynamics of bacterial communities into marine biogeochemistry models, the characteristic parameters of individual bacterial subgroups (i.e., growth, mortality, and utilization of dissolved organic matter) must be determined. Here, we survey the approaches used to assess variation in and factors controlling bacterial communities in marine environments, emphasizing the importance of quantitative studies that examine growth and grazing parameters of bacterial subgroups.     

海冰温度对单轴压缩强度影响的试验研究

应变速率与单轴压缩强度极值的关系在抗冰结构设计与优化中占有重要地位。基于2009年冬季普兰店海域海冰在不同海冰温度(-5°C、-10°C、-15°C)下的压缩强度试验数据,给出各自应变速率—压缩强度散点图。结果表明,海冰在不同加载速率下表现为三种破坏模式,即韧性区、过渡区与脆性区;海冰温度对过渡区对应应变速率范围影响较小,均在6.3×10~(-4)~2×10~(-3)区域附近。结合三段式函数形式,给出不同温度下应变速率—压缩强度极值的曲线拟合结果。依据上述结论,在庄河海域选择应变速率10~(-2)、10~(-3)与10~(-4)进行不同海冰温度(-16°C~-4°C)下单轴压缩强度试验。结果显示:在韧性区,海冰温度与压缩强度极值呈弱负相关;在过渡区,海冰温度与压缩强度极值呈明显线性减小;在脆性区,强度极值相对海冰温度敏感度较低。基于此,在应变速率—压缩强度曲线中提出温度影响系数,这一试验分析方法可推广至其它海域。     

Residual compressive strength of inclined steel tubular members with local corrosion

In jacket-type offshore structures, corrosion damage affects the structural performance under compressive loading, which is created by the working and design loads of the main system. In this study, the effects of corrosion damage on the compressive structural behavior and strength of steel tubular members were investigated. Artificial corrosion damage was applied to the tubular specimens via mechanical processing and hand drilling to replicate the inclined nature of jacket-type offshore structures. The damage was applied to either half or all of the circumference of the specimens. The compressive failure modes of the artificially corroded tubular members were affected by the corrosion conditions. The compressive strengths were also affected by the level of corrosion. From the results of this study, the residual compressive strengths of corroded tubular steel members can be estimated based on the condition of the damaged sectional areas.     

Release and uptake of dissolved silica in seawater by marine sediments

Natural marine sediments can release dissolved silica to silica-poor seawater and can remove silica from seawater enriched with dissolved silica. These are fast reactions, with sufficient reaction occurring within the first 48 hours to indicate clearly the direction of the reaction. The relative importance of these two processes varies with the ratio of clays to biogenic silica in the sediment. Both the release and the uptake reactions approach the interstitial water concentration of dissolved silica as an end point, which suggests that these reactions may influence this concentration. No change in sediment reactivity with respect to silica uptake or release reactions was observed with increasing depth in core for the three sediment cores investigated; this indicates that uptake sites are not saturated, and silica is available for dissolution for a long time after deposition.     

辽东湾东岸海冰抗压强度特征分析

本文利用辽东湾东岸鲅鱼圈、营口和长兴岛三地实测海冰抗压强度资料,分析了海冰破坏应力与破坏时间的关系,应变率和冰温对海冰抗压强度的影响,以及海冰生成环境对海冰抗压强度的影响。综合分析表明,三地破坏应力随破坏时间变化的整体趋势一致,应变率对三地海冰抗压强度有显著的影响,三地海冰抗压强度随温度降低总体有增大的趋势,冰龄、盐度、含沙量的差异是造成辽东湾东岸海冰抗压强度不同的主要原因。     

PCB resistance within phytoplankton populations in polluted and unpolluted marine environments

A comparison between clones of two species of diatoms, Asterionella japonica and Ditylum brightwellii, isolated from Sandy Hook, New Jersey (polluted site) and Montauk, New York (unpolluted site) indicated that some of the clones from Sandy Hook were more resistant to polychlorinated biphenyls (PCB). A japonica was less sensitive to PCB than D. brightwellii since seven clones of A. japonica from both sites were tolerant of 25 μg litre^?1 PCB whereas no clones from either site of D. brightwellii showed such resistance. Growth under high light intensity increased the sensitivity to PCB in all clones except one super-resistant clone from Sandy Hook which was not affected even by additions of 50 μg litre^?1 to the growth medium. This interactive effect of light on PCB sensitivity may relate to the photo-adaptive characteristics of each clone.     

整治陆源污染净化海洋环境

为了进一步贯彻落实《海域使用管理法》,全面提高对海域的综合管理能力,推进海洋事业在国民经济和社会发展中的地位与作用,国家海洋局海域管理司与《海洋开发与管理》杂志社联合开展“海域使用管理”有奖征文活动。从2005年第4期开始,征文已陆续在本刊“海域使用管理专栏”中刊登。