广义残差地形模型及其在局部重力场逼近中的应用     

吴怿昊  罗志才  周波阳 《测绘学报》2016,45(5):531-537

研究了残差地形模型中的非调和性问题,比较了基于棱柱体和球冠体的积分模型,提出了基于球冠体积分的广义残差地形模型。以泊松小波径向基函数为构造基函数,结合广义残差地形模型,融合多源实测重力数据构建了局部区域重力场模型。研究结果表明:基于棱柱体积分的残差地形模型精度较低,在山区可能引入毫伽级以上的误差,建议采用更为接近真实地形表面的球冠体积分模型。相比于原始的残差地形模型,基于球冠体积分的广义残差地形模型能更为精确地逼近局部重力场模型中地形因素引起的高频效应。  相似文献   

广西凭祥盆地深水底流沉积类型及其研究意义     

宋博  闫全人  向忠金  李向东  高景民  王彦闻  李现冰 《沉积学报》2016,34(1):58-69

内波、内潮汐沉积和复合流沉积是二十余年来在古代深水环境中新发现的一种具牵引流性质的沉积相类型,由于地层沉积记录十分有限,制约了深水底流沉积的沉积学研究。大比例尺实测地质剖面和精细露头测量表明,底流沉积发育于凭祥盆地深水沉积之中,通过对其沉积构造精细剖析和古水流测量,识别出内波、内潮汐沉积和复合流沉积,其中内波、内潮汐沉积以双向交错层理、单向交错层理、透镜状层理为特征,复合流沉积以复合流层理、丘状交错层理和较陡的爬升波纹层理为特征,进一步表明存在浊流和底流的交互作用,为古代地层中的深水底流沉积提供了又一研究实例。  相似文献   

长江三角洲全新世地层中潮滩沉积磁性特征及其古环境意义   总被引：3，自引：1，他引：2  

白雪莘  张卫国  董艳  潘大东  王张华  孙千里  陈静  陈中原  刘晋嫣 《沉积学报》2016,34(6):1165-1175

对长江三角洲北翼江苏南通地区NT钻孔（长60.9 m）进行了系统的环境磁学分析,并结合岩性特征、粒度、漫反射光谱（DRS）等手段,探讨了全新世早、晚期潮滩沉积的磁性特征及其古环境意义。NT孔自下而上可分为6层（U1~U6层）,其中U2层下部（49.9~44.8 m）和U6层（7.5~0.3 m）为潮滩沉积,具有较低的退磁参数S比值及较高的硬剩磁（HIRM）和SIRM/χ,表明反铁磁性矿物如赤铁矿、针铁矿等含量和比例较高。结合漫反射光谱（DRS）分析,发现U6层上部盐沼（1.5~0.3 m）赤铁矿和针铁矿富集,U2层下部的盐沼仅富集赤铁矿。这一差异与U2层和U6层形成的时期和沉积环境有关。U2层形成于晚更新世晚期至早全新世,且曾长期暴露地表,有利于赤铁矿的形成,其后随着海平面的持续上升,盐沼不断垂向加积,始终处于水下环境,不利于针铁矿的形成;U6层形成于晚全新世三角洲海岸的进积过程中,氧化还原相互交替的环境有利于针铁矿的形成,后期成陆后的成土作用生成了较多的磁赤铁矿和赤铁矿。研究表明,全新世三角洲发育过程中,不同时期形成的盐沼具有不同的磁性特征,磁性特征的研究可以提供潮滩沉积环境演变的信息,对三角洲古环境重建研究具有重要意义。  相似文献   

淤泥质海岸入海河口闸下港道河相关系   总被引：1，自引：0，他引：1       下载免费PDF全文

陆倩  龚政  周曾  张长宽 《水科学进展》2016,27(5):751-762

以江苏沿海北部的射阳河闸下港道为原型,建立二维水动力及泥沙输运概化数学模型,模拟了淤泥质海岸闸下港道淤积过程。分别在不考虑径流年内分配变化和考虑径流年内分配变化的情况下,研究了入海径流对港道内水沙动力和冲淤演变的影响。参考前人研究成果,结合量纲和谐准则,根据模型的计算结果,建立了淤泥质海岸闸下港道年均平衡流量与汛期排水比例、河床断面积、外海潮差、潮波变形、港道长度等因素间的河相关系式,对在实际情况中达到动态冲淤平衡的某条特定港道,可简化为港道年均流量与河床断面积间关系式的简化形式,并通过分析实测资料,对公式的简化形式加以佐证。  相似文献   

海湾水库蓄水初期的单次往复密度流          下载免费PDF全文

高增文  薛青美  李宇浩  隋玉柱 《水科学进展》2016,27(1):81-87

为了探讨海湾水库蓄水初期单次往复水平密度流的产生与效应,进行砂质斜坡沉积物与水体之间盐分交换的水槽实验。通过沉积物孔隙水与其上覆水的多剖面电导率动态监测,分析盐分的时空分布特征,并计算深水区、浅水区和中心区的边界层单位面积含盐总量。实验结果显示,进水在浅水区沉积物表面产生明显的渗入-溢出现象,浅水区沉积物孔隙水盐分浓度显著低于中心区与深水区同一高度的盐分浓度,深水区初始底边界层含盐量与初始边界层下边界盐分浓度均为最高;这表明进水过程在倾斜沉积物表面产生了前进密度流,水流携带的盐分在坡底累积。水槽进满水后深水区边界层含盐总量与边界层下边界盐分浓度快速降低,并且浅水区表层沉积物孔隙水与深水区同一深度水体之间的盐分快速达到平衡;这表明蓄水初期在两者之间形成了返回密度流,从浅水区表层沉积物冲刷出的盐分在密度流作用下再次进入沉积物。为避免再次进入沉积物的盐分在后期继续影响水库泛咸,建议在蓄水结束后尽快实施坡底咸水排除方案。  相似文献   

The effects of yawing motion with different frequencies on the hydrodynamic performance of floating vertical-axis tidal current turbines     

《Applied Ocean Research》2016

Under real sea conditions, the hydrodynamic performance of floating vertical-axis tidal current turbines is affected by waves and currents. The wave circular frequency is a significant factor in determining the frequencies of the wave-induced motion responses of turbines. In this study, the ANSYS-CFX software (manufacturer: ANSYS Inc., Pittsburgh, Pennsylvania, United States) is used to analyse the hydrodynamic performance of a vertical-axis turbine for different yawing frequencies and to study how the yawing frequencies affect the main hydrodynamic coefficients of the turbine, including the power coefficient, thrust coefficient, lateral force coefficient, and yawing moment coefficient. The time-varying curves obtained from the CFX software are fitted using the least-squares method; the damping and added mass coefficients are then calculated to analyse the influence of different yawing frequencies. The simulation results demonstrate that when analysing non-yawing turbines rotating under constant inflow, the main hydrodynamic coefficient time-varying curves of yawing turbines exhibit an additional fluctuation. Furthermore, the amplitude is positively correlated with the yawing frequency, and the oscillation amplitudes also increase with increasing yawing frequency; however, the average values of the hydrodynamic coefficients (except the power coefficient) are only weakly influenced by yawing motion. The power coefficient under yawing motion is lower than that under non-yawing motion, which means that yawing motion will cause the annual energy production of a turbine to decrease. The fitting results show that the damping term and the added mass term exert effects of the same level on the loads and moments of vertical-axis turbines under yawing motion. The results of this study can facilitate the study of the motion response of floating vertical-axis tidal current turbine systems in waves.  相似文献   

Hydrographic Vertical Separation Surfaces (HyVSEPs) for the Tidal Waters of Canada     

Catherine Robin  Shannon Nudds  Phillip MacAulay  André Godin  Bodo De Lange Boom  Jason Bartlett 《Marine Geodesy》2016,39(2):195-222

Since the advent of Global Navigation Satellite Systems, it has been possible to perform hydrographic survey reductions through the ellipsoid, which has the potential to simplify operations and improve bathymetric products. This technique requires a spatially continuous separation surface connecting chart datum (CD) to a geodetic ellipsoid. The Canadian Hydrographic Service (CHS), with support from the Canadian Geodetic Survey, has developed a new suite of such surfaces, termed Hydrographic Vertical Separations Surfaces, or HyVSEPs, for CD and seven tidal levels. They capture the spatial variability of the tidal datum and levels between tide gauges and offshore using semiempirical models coupling observations at tide stations with relative sea-level rise estimates, dynamic ocean model solutions, satellite altimetry, and a geoid model. HyVSEPs are available for all tidal waters of Canada, covering over seven million square kilometers of ocean and more than 200,000 kilometers of shoreline. This document provides an overview of the CHS's modeling approach, tools, methods, and procedures.

The HyVSEP for CD defines the new hydrographic datum for the tidal waters of Canada. HyVSEPs for other tidal levels are fundamental for coastal studies, climate change adaptation and the definition of the Canadian shoreline and offshore boundaries. HyVSEPs for inland waters are not discussed.  相似文献   

长江河口北槽河道悬沙絮团特性及其影响因素研究     

朱文武  李九发  姚弘毅  张晓鹤 《海洋学报》2016,38(3):88-97

利用多种先进室内外测量仪器进行河口现场观测和室内电镜扫描获得相关资料,对长江河口北槽河道细颗粒泥沙絮凝的水沙环境、絮团的微观形态结构、絮团的粒径组成及其主要影响因素进行了综合分析和讨论。结果表明,北槽河道具有非常适宜细颗粒泥沙絮凝的潮流、盐度、含沙量和悬沙颗粒粒径等基本环境条件。北槽河道悬沙絮团形态多样,主要包括松散状絮团、蜂窝状絮团和密实状絮团。絮团主要由细粉砂和黏土类细颗粒泥沙组成,表面多粗糙不平,结构或密或疏。絮团粒径变化与潮周期动力过程密切相关,具有周期性变化特征。涨、落憩时絮团粒径较大,涨、落急时絮团粒径较小。絮团粒径涨憩大于落憩,小潮大于大潮。垂向上,絮团粒径由表层至底层逐渐增大。周期性潮流流速对北槽河道悬沙絮团粒径变化起到了控制作用。北槽细颗粒泥沙絮凝作用,是导致疏浚航道发生回淤的主要原因之一。  相似文献   

Ocean currents determine functional connectivity in an Antarctic deep‐sea shrimp          下载免费PDF全文

Johannes Dambach  Michael J. Raupach  Florian Leese  Julia Schwarzer  Jan O. Engler 《Marine Ecology》2016,37(6):1336-1344

The coherency among larval stages of marine taxa, ocean currents and population connectivity is still subject to discussion. A common view is that organisms with pelagic larval stages have higher dispersal abilities and therefore show a relatively homogeneous population genetic structure. Contrary to this, local genetic differentiation is assumed for many benthic direct developers. Specific larval or adult migratory behavior and hydrographic effects may significantly influence distribution patterns, rather than passive drifting abilities alone. The Southern Ocean is an ideal environment to test for the effects of ocean currents on population connectivity as it is characterized by several well‐defined and strong isolating current systems. In this study we studied the genetic structure of the decapod deep‐sea shrimp Nematocarcinus lanceopes, which has planktotrophic larval stages. We analysed 194 individuals from different sample localities around the Antarctic continent using nine microsatellite markers. Consistent with a previous study based on mitochondrial DNA markers, primarily weak genetic patterns among N. lanceopes populations around the continent were found. Using ocean resistance modeling approaches we were able to show that subtle genetic differences among populations are more likely explained by ocean currents rather than by geographic distance for the Atlantic Sector of the Southern Ocean.  相似文献   

强潮流作用下桥墩不对称“双肾型”冲刷地貌特征与机理   总被引：1，自引：0，他引：1  

陆雪骏  程和琴  周权平  姜月华  郭兴杰  郑树伟  吴帅虎 《海洋学报》2016,38(9):118-125

本文在海图地形资料分析桥轴线附近的海床自然冲刷的基础上,利用多波束测深技术研究大桥主墩附近局部冲刷地形。结果表明,该大桥桥位附近地形冲刷较显著,且大桥主墩位置有持续冲刷的趋势;主墩上、下游群桩最大冲刷深度呈上游最深、中部淤积、下游渐深的不对称形态,最大局部冲刷深度为4 m;桥墩整体冲刷坑形态呈南北“双肾型”;潮流流向与桥墩迎流面存在偏南的入射角,使得各桥墩南侧的最大冲深和冲刷范围均大于北侧。  相似文献