Dynamic changes of sediment load and water discharge in the Weihe River,China     

Jianxia Chang  Yunyun Li  Jie Wei  Yimin Wang  Aijun Guo 《Environmental Earth Sciences》2016,75(12):1042

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水位改正中的基准面空间内插及其误差约束          下载免费PDF全文

许军  暴景阳  于彩霞 《海洋测绘》2016,(6):11-14

分析了水位改正中隐含的基准面空间内插形式,理论推导了基准面空间内插的数学描述,表明水位改正中隐含的基准面空间内插方式与潮汐比较参数的内插方式相一致,基准面空间内插误差为基准面相对平均海面的垂直差距的空间内插误差。仿真实验对此进行了验证。现阶段减弱与控制该误差的最可行手段是,由L值模型仿真不同验潮站空间配置下基准面空间内插误差的空间分布,为验潮站布设设计提供先验信息。而未来建立以平均海面为基本海洋垂直基准的综合海洋垂直基准框架是最有效手段。海洋测量水深数据的处理和计算机存储都应保留以平均海面为基准面的成果,通过垂直基准转换方式可满足多用途需求。  相似文献   

Rare earth element fingerprints in Korean coastal bay sediments: Association with provenance discrimination     

Jeongwon Kang  Han Jun Woo  Seok Jang  Kap-Sik Jeong  Hoi-Soo Jung  Ha Gi Hwang  Jun-Ho Lee  Jin Hyung Cho 《Ocean Science Journal》2016,51(3):305-316

Rare earth elements (REEs: La-Lu) in surface sediments collected from the mouth and middle tidal flats of Gomso Bay, South Korea, in August 2011 and May 2012 were analyzed to investigate the fine-grained sediment provenance. The upper continental crust (UCC)-normalized light REEs (LREEs: La to Nd) were more enriched than the middle REEs (MREEs: Sm to Dy) and heavy REEs (HREEs: Ho to Lu), resulting in large (La/Yb)_UCC (1.9 ± 0.4) to (Gd/Yb)_UCC (1.4 ± 0.2) ratios. The monthly (La/Yb)_UCC values differed between the mouth and middle tidal flats due to deposition of fine-grained sediments that originated from distant rivers (the Geum and Yeongsan) and the Jujin Stream, located on the southern shore of the inner bay. We observed relative reductions in the (La/Yb)_UCC value and REE content in the sediments from the mouth of the bay compared with those from Jujin Stream sediments. Confined to the middle tidal flat around the KH Line of Jujin Stream, the sediments, most enriched in LREEs but depleted in Eu, were distributed in August as strong Jujin Stream runs. Here, we suggest that an increase in LREE/HREE and decrease in MREE/LREE ratios can be used as a proxy to identify the Jujin Stream provenance in mixed riverine sediments and to trace Jujin Stream sediments within the Gomso Bay tidal flat, especially in the summer rainy season.  相似文献   

Numerical Analysis of Gravity Coring Using Coupled Eulerian-Lagrangian Method and a New Corer     

Huawei Qin  Zhen Cai  Jianjun Wang  Wei Ye  Ying Chen 《Marine Georesources & Geotechnology》2016,34(5):403-408

The shortcomings of gravity corers in sampling marine sediments have been observed extensively in various field tests. In order to optimize the coring, this article provides an alternative numerical way to model the gravity coring and analyze the sampling effect. Based on this analysis, a new hydraulic hammer corer is devised. A coupled Eulerian-Lagrangian method with capability of simulating the problem involving extreme deformation, penetration is used to simulate the coring process. The results show that the hydrostatic pressure and deviator stress increase and reach their peak when the pile tip is slightly above or at the level of the observation point and then drop rapidly when the pile tip slides below the observation point. In addition, the stress path indicates that the soil element sustains plastic compression before yielding and then expands until recovering to the original state. The obvious “under-sampling” phenomenon is also well-captured by the finite element model.  相似文献   

多波束无验潮水深测量中垂直基准模型构建          下载免费PDF全文

王双喜  缪世伟  许家琨  张乾隆 《海洋测绘》2016,(1):48-50

为了解决多波束无验潮水深测量Caris数据处理中垂直基准模型的构建问题,基于EGM2008模型,通过插值算法建立了测区范围内深度基准面的大地高模型。通过实例讨论了构建深度基准面的大地高模型的步骤和方法。结果表明:该模型构建方法正确,模型内符合精度为3cm左右,外符合精度为10cm左右,能够满足区域范围内多波束无验潮水深测量的需要。  相似文献   

An Analytical Solution for Dynamic Response of the Plate with Different Impedances Subjected to Underwater Explosion     

陈莹玉  姚熊亮  肖巍 《海洋工程》2016,(3):329-342

In this paper, the transmitted part of the incident wave is considered to revise Taylor’s solution, which is used to extend its application for analytical models to predict the response of the plate with different material properties. The influence of the material properties and the boundary condition of the plate on fluid and structural dynamics is systematically investigated. The analytical results are compared with those of detailed dynamic FE simulations and the two are in good agreement. The results indicate that the analytical method is valid and suitable for the plates with different material properties subjected to underwater explosion. It is found that Taylor’s results of the plate with small impedance are invalid, which indicates a potential application field for the analytical method.  相似文献   

长江河口主槽地貌形态观测与分析   总被引：4，自引：3，他引：1  

吴帅虎  程和琴  胥毅军  李九发  郑树伟  徐韦  陆雪骏 《海洋工程》2016,34(6):65-73

人类活动可以改变流域至河口的泥沙输运与沉积。尽管一些近期的研究已经调查了长江河口的形态演变,然而,流域和河口工程如何影响河口河床的形态演变仍然是不清楚的。该文利用2010年至2015年多波束测深系统和浅地层剖面仪等先进现场测量仪器的长江口主槽走航测量资料,并结合主槽表层沉积物资料,分析了近年来人为强干扰下的长江河口主槽底床微地貌形态,以理解近期人类活动对河口的影响。结果显示:近年来长江河口主槽底床上除了存在平床、沙波、冲沟和冲刷痕等常见微地貌形态外,还存在着疏浚痕和凹坑等人为微地貌形态。在流域和河口大型工程的共同影响下,近年来南北港中上段、横沙通道和南槽上段均受到不同程度的冲刷,其主槽底床上呈现出不同程度冲沟和冲刷痕等侵蚀性微地貌。而由于疏浚工程的影响,南港下段、圆圆沙航槽和北槽航道底床上出现了大范围的疏浚痕和凹坑。近年来包括南槽上段、北槽主槽中段和下段的局部区域和北港拦门沙河段局部区域在内的长江河口最大浑浊带的河床沉积物有粗化趋势。南北港中上段和横沙通道的大部分区域均发育了大量沙波微地貌;总体上,长江河口沙波的波高在0.12~3.12 m,波长在2.83~127.89 m,波高/波长在0.003~0.136,长江河口中上段的沙波尺度(波高的均值为0.91 m,波长的均值为20.08 m)大于密西西比河下游(波高的均值为0.87 m,波长的均值为17.62 m),且两区域沙波的几何形态差异性较小。  相似文献   

Evaluation of Effective Depth of PVD Improvement in Soft Clay Deposit: A Field Case Study     

Jun Chen  Zhen-Yu Yin  Ye-Shuang Xu  Suksun Horpibulsuk 《Marine Georesources & Geotechnology》2016,34(5):420-430

This article presents a case history of determination of effective depth of prefabricated vertical drains (PVDs) under embankment loading on a very soft clay deposit in central China, near Jiujiang, Jiangxi Province. The height of the embankment was 5.3 m and construction time was about one year. The PVDs were installed to a depth of 8.5 m at a spacing of 1.5 m in a triangular pattern. Field observations and the finite element method (FEM) were employed to analyze the performance of the soft deposit during embankment construction. The influential depth of the embankment loading was evaluated based on settlement, excess pore pressure, and stress increase in subsoil, both from the observed data and FEM analysis. The effective PVD depth was determined in the following ways: (1) the depth of 5% subsoil settlement of surface settlement; (2) vertical stress increase in subsoil of 25% in-situ stress; and (3) consolidation time/PVD depth relation by FEM. Based on the analysis, the effective depth of PVDs was determined to be between 10 and 12.8 m for this field case.  相似文献   

基于无人船的大洋中尺度涡观测系统展望     

范聪慧  于非  南峰  魏传杰  任强 《海洋科学集刊》2016,51(51):49-57

中尺度涡在大洋中普遍存在,研究发现其能量比大尺度海洋环流的能量大一个量级,在海洋物质能量输运和全球气候变化中起着重要的作用。受观测条件限制,目前对中尺度涡的观测主要通过卫星高度计实现,只能从海面高度来推算中尺度涡大小、分布、强度及其伴随的水体和能量输送,而卫星高度计对中尺度涡垂直结构特征认识不足,也导致了对中尺度涡所引起的上层海洋能量、热量输送估计误差偏大。目前对中尺度涡三维结构观测认识不足,展望未来将会出现基于无人船平台的大洋中尺度涡三维结构自动观测系统,该平台将集成自动水下剖面观测功能等先进技术,以便观测中尺度涡的垂直结构特征及其时空变化特征,进而可对中尺度涡带来的物质和能量输送进行系统认识。  相似文献   

From sequential to parallel growth of cities: Theory and evidence from Canada     

Kerong Sheng  Jie Fan  Wei Sun  Hailong Ma 《中国地理科学(英文版)》2016,26(3):377-388

This paper examines city growth patterns and the corresponding city size distribution evolution over long periods of time using a simple New Economic Geography(NEG) model and urban population data from Canada. The main findings are twofold. First, there is a transition from sequential to parallel growth of cities over long periods of time: city growth shows a sequential mode in the stage of rapid urbanization, i.e., the cities with the best development conditions will take the lead in growth, after which the cities with higher ranks will become the fastest-growing cities; in the late stage of urbanization, city growth converges according to Gibrat′s law, and exhibits a parallel growth pattern. Second, city size distribution is found to have persistent structural characteristics: the city system is self-organized into multiple discrete size groups; city growth shows club convergence characteristics, and the cities with similar development conditions eventually converge to a similar size. The results will not only enhance our understanding of urbanization process, but will also provide a timely and clear policy reference for promoting the healthy urbanization of developing countries.  相似文献