Iron Reduction Along an Inundation Gradient in a Tidal Sedge (<Emphasis Type="Italic">Cyperus malaccensis</Emphasis>) Marsh: the Rates,Pathways, and Contributions to Anaerobic Organic Matter Mineralization

Incubation experiments were adopted to characterize the rates and pathways of iron reduction and the contributions to anaerobic organic matter mineralization in the upper 0–5 cm of sediments along a landscape-scale inundation gradient in tidal marsh sediments in the Min River Estuary, Southeast China. Similar sediment characteristics, single-species vegetation, varied biomass and bioturbation, distinct porewater pH, redox potential, and electrical conductivity values have resulted in a unique ecogeochemical zonation along the inundation gradient. Decreases in solid-phase Fe(III) and increases in nonsulfidic Fe(II) and iron sulfide were observed in a seaward direction. Porewater Fe²⁺ was only detected in the upland area. High rates of iron reduction were observed in incubation jars, with significant accumulations of nonsulfidic Fe(II), moderate accumulations of iron sulfides, and negligible accumulations of porewater Fe²⁺. Most of the iron reduction was microbially mediated rather than coupled to reduced sulfides. Microbial iron reduction accounted for 20–89 % of the anaerobic organic matter mineralization along the inundation gradient. The rate and dominance of microbial iron reduction generally decreased in a seaward direction. The contributions of microbial iron reduction to anaerobic organic matter mineralization depended on the concentrations of bioavailable Fe(III), the spatial distribution of which was significantly related to tidal inundation. Our results clearly showed that microbial iron reduction in the upper sediments along the gradient is highly dependent on spatial scales controlled primarily by tidal inundation.     

唐山市海岛岸滩旅游环境质量评价

海滩作为宝贵的滨海旅游资源,其质量问题越来越受到关注,海滩质量评价不仅能为海滩使用者提供帮助,也为提高旅游海滩质量提供指导方法。唐山市砂质岸滩资源丰富,岸线总长度约50 km,几乎全部位于海岛,砂质细腻。参考国内外质量评价标准,选取25个评价因子(自然因子12个,社会因子13个)对唐山市海滩进行评价,综合来看,海滩质量以祥云岛最好,龙岛次之,其余海岛均表现为一般。     

经略21世纪海上丝路:重要航线、节点及港口特征

为了更好地认识21世纪海上丝绸之路(简称"海上丝路"),文章对"海上丝路"涉及的重要航线、节点及港口的地理位置、气候状况、水文特征、商业价值、人文背景等进行梳理。重要航线、节点及港口的使用与管理作为"海上丝路"建设的基础要素,是与造船能力并列的核心资源,三者之间环环相扣,构成"海上丝路"健康运营的完整体系。与沿"海上丝路"国家稳步推进航线、节点及港口的管理、开发与维护,打造坚实的战略支撑点、现代之"海上驿站",是成功实现我国资源多样化、产业走出去、贸易全球化的最佳路径之一,以此为契机,融入现有国际海洋法公约并在践行过程中制定利我的海上政策体制,助力"海之梦"、"中国梦"。     

重点区域海域使用权属核查的实践和思考

国家海洋局近年来启动重点区域海域使用权属核查工作,浙江省平阳县是全国首批4个海域使用权属核查试点区域之一。文章就平阳县海域使用权属核查实践中遇到的关键问题进行思考和探讨,并提出解决措施和建议,为开展全国海域使用权属核查提供经验。     

经略21世纪海上丝路之海洋环境特征:海流特征

海流对于海洋渔业、海洋表层初级生产力分布、海洋物质输运等理化生现象有着重要影响。文章利用海洋再分析流场资料,简要分析印度洋海区和南海海区(20°S—30°N,30°E—130°E)的流场年平均以及季节变化特点,得出以下结论:1南海海区流场的季节变化显著,受到季风、黑潮和地形的共同影响作用,在东北季风期间存在沿粤东沿岸至海南岛南侧转向沿越南沿岸的一支流系,该流系的强度变化影响爪哇海等南海南侧海区流场变化。2苏拉威西岛东侧和加里曼丹岛西侧流系有明显的季节变化,在流动强盛的时期这两支流系均是偏南向流动;从爪哇海流出的海流常年存在,夏季附近流速最大,最大流速分布在1.0m/s。3赤道印度洋海区和非洲东岸的沿岸流存在明显的季节变化,上层海区流动的低流速区存在流向切变;沿岸流最大流速在5-9月出现,可达1.8m/s以上,而赤道流系则在11月,可达0.8m/s以上。     

南海海表风速、波高的变化趋势

文章以ERA-40资料为基础,利用EOF方法分析南海海面风速、波高的两个模态空间分布,系统计算1957—2002年南海海表风速、波高的空间分布特征、长期变化趋势和突变现象。分析结果显示,南海海面风、浪场的第一模态具有很好的相似性,第二模态已表现出不同的特征;第一模态的时间系数也表明风场和波高的变化特征具有明显的正相关性,而且波高的响应具有一定的滞后性;南海风速场和海浪场在1973—2002年都存在下降趋势,海浪场的下降趋势更为显著。     

皂角沱崩塌形成机制数值模拟

以位于"5·12"汶川大地震震中区的皂角沱崩塌为研究对象,通过对崩塌所处的自然地理、工程地质环境进行野外调查,分析崩塌的发育特征;采用不连续变形分析软件DDA,对坡体失稳崩塌的全过程进行模拟研究。结果表明,斜坡地形放大效应在震中区是客观存在的,具倾向坡外的陡倾控制性结构面的高陡突出地形对地震波具有明显的放大作用。该坡体崩塌失稳模式为:峰值加速度放大→增加的振幅迫使岩体沿陡倾坡外的控制性结构面迅速拉裂→沿滑动面发生崩滑→高速脱离滑源区→巨大的势能和动能驱动块体做长距离运动。通过数值模拟可知,随着斜坡坡高的增大,地震加速度和速度无论是在水平向,还是在竖直向均存在放大效应,但是水平向的放大效应较竖直向更明显;结构面监测点的加速度和速度放大系数相比稳定的坡体要大得多,地震袭来,当遇到陡倾坡外的不连续结构面时,斜坡动力响应强烈,最终危岩体沿控制性结构面发生崩滑破坏。     

Curvedness feature constrained map matching for low-frequency probe vehicle data

Map matching method is a fundamental preprocessing technique for massive probe vehicle data. Various transportation applications need map matching methods to provide highly accurate and stable results. However, most current map matching approaches employ elementary geometric or topological measures, which may not be sufficient to encode the characteristic of realistic driving paths, leading to inefficiency and inaccuracy, especially in complex road networks. To address these issues, this article presents a novel map matching method, based on the measure of curvedness of Global Positioning System (GPS) trajectories. The curvature integral, which measures the curvedness feature of GPS trajectories, is considered to be one of the major matching characteristics that constrain pairwise matching between the two adjacent GPS track points. In this article, we propose the definition of the curvature integral in the context of map matching, and develop a novel accurate map matching algorithm based on the curvedness feature. Using real-world probe vehicles data, we show that the curvedness feature (CURF) constrained map matching method outperforms two classical methods for accuracy and stability under complicated road environments.     

基于Neuman井流理论确定玄武岩潜水含水层渗透系数的应用——以吉林靖宇煤矿为例

全面分析研究区玄武岩潜水含水层水文地质条件的基础上,对稳定流和非稳定理论确定潜水含水层渗透系数的优缺点进行了对比,认为非稳定井流公式确定玄武岩潜水含水层渗透系数是合理的。Aquifer Test软件基于Neuman井流理论配线法求参原理,运用计算机完成了自动求参,避免了人工配线的不足。该文根据吉林靖宇煤矿研究区玄武岩潜水含水层非稳定流抽水试验,分别用Aquifer Test软件和稳定井流公式进行了求参,并对比分析得出:玄武岩含水层弹性释水作用影响时间较长,利用Neuman潜水井流公式求参可靠,且更逼近现实;用Aquifer Test软件实现了自动求参,具有操作简单规范、可比性好的优点。     

桩锚支护深基坑施工过程变形特征分析

以济南市某大型深基坑工程为依托,通过FLAC3D对深基坑工程不同施工阶段的变形特性进行了数值计算分析;桩锚支护深基坑,地表最大竖向变行产生在距离基坑边缘10 m位置处,且最大竖向变形量为46.16 mm;最大水平位移发生在桩顶冠梁位置处,最大水平位移为53.45 mm,是基坑支护最薄弱环节,基坑呈现三角形状向内侧滑动的趋势。