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A 2D Mathematical Model for Sediment Transport by Waves and Tidal Currents 被引量:22
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作者 陆永军 左利钦 +2 位作者 邵学军 王红川 李浩麟 《China Ocean Engineering》 SCIE EI 2005年第4期571-586,共16页
In this study, the combined actions of waves and tidal currents in estuarine and coastal areas are considered and a 2D mathematical model for sediment transport by waves and tidal currents has been established in orth... In this study, the combined actions of waves and tidal currents in estuarine and coastal areas are considered and a 2D mathematical model for sediment transport by waves and tidal currents has been established in orthogonal curvilinear coordinates. Non-equilibrium transport equations of suspended load and bed load are used in the model. The concept of background concentration is introduced, and the formula of sediment transport capacity of tidal currents for the Oujiang River estuary is obtained. The Dou Guoren formula is employed for the sediment transport capacity of waves. Sediment transport capacity in the form of mud and the intensity of back silting are calculated by use of Luo Zaosen' s formula. The calculated tidal stages are in good agreement with the field data, and the calculated velocities and flow directions of 46 vertical lines for 8 cross sections are also in good agreement with the measured data. On such a basis, simulations of back silting after excavation of the waterway with a sand bar under complicated boundary conditions in the navigation channel induced by suspended load, bed load and mud by waves and tidal currents are discussed. 展开更多
关键词 wave tidal current mathematical model suspended load bed load MUD back silting WATERWAY
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Numerical simulation of sediment lifted by waves and transported by tidal currents 被引量:1
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作者 Cao Zude and Wang Guifen(Tianjin Research Institute of Water Transport Engineering, Tanggu 300456, Tianjin, China) 《Acta Oceanologica Sinica》 SCIE CAS CSCD 1994年第3期433-443,共11页
The analysis of the scabed processes of a muddy coast has been described in this paper. On the basisof the basic differential equation of tidal current and sediment movement influenced by waves, a numerical simulation... The analysis of the scabed processes of a muddy coast has been described in this paper. On the basisof the basic differential equation of tidal current and sediment movement influenced by waves, a numerical simulation system for sediment lifted by waves and transported by tidal currents and scabed processes has been established by using MADI method, and applied to the sea area of Tianjin Port with good results. 展开更多
关键词 wave tidal current numerical model sediment movement bed processes
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Effect of Distortion Ratio on Local Scour Under Tidal Currents and Waves
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作者 窦希萍 董凤舞 《海洋工程:英文版》 EI 2004年第4期613-627,共15页
Five generalized physical models of different distortion ratios were built according to DOU Guo-ren's similarity theory of total sediment transport modeling for estuarine and coastal regions. Experiments on local ... Five generalized physical models of different distortion ratios were built according to DOU Guo-ren's similarity theory of total sediment transport modeling for estuarine and coastal regions. Experiments on local scour in front of groins were made under the actions of tidal currents and waves with clear and sediment entraining water. The scour depths under different dynamic actions are compared. The effect of the distortion ratio on the depth of scour hole is discussed. A relationship between scour depths for distorted and undistorted models is given. 展开更多
关键词 physical model distortion ratio tidal currents waveS local scour
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Vertical structure and seasonal variation of tidal and residual currents in the northern Huanghai Sea 被引量:4
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作者 SONG Jun GUO Junru +7 位作者 QIAO Lulu MU Lin YAO Zhigang LIU Yang LI Huan BAO Xianwen SUN Xiaoyan GAO Jia 《Acta Oceanologica Sinica》 SCIE CAS CSCD 2011年第5期14-22,共9页
Analysis of tidal current and sea level has been made based on the observations from the summer of 2006 to the winter of 2007,respectively.The result indicates that a two-layer structure of residual current exists in ... Analysis of tidal current and sea level has been made based on the observations from the summer of 2006 to the winter of 2007,respectively.The result indicates that a two-layer structure of residual current exists in summer,with its upper layer going northwestward and the lower layer southeastward.In addition,some strong residuals exist in the neighboring depth of the pycnocline during the current period of astronomical tide.In winter,except some individual layersthe residual currents mostly direct to the northwest,from which we can see the fluctuation of abnormal sea-level and the appearance of associated current because of the changes of the wind field.The analysis of tidal ellipse indicates that the direction of the maximum semidiurnal component is clockwise from summer to winter,with an angle of 16-18.Moreover,in summer the semidiurnal component rotates with depth clockwise while the diurnal component counterclockwise.However,the vertical structure is almost homogeneous in winter. 展开更多
关键词 northern Huanghai Sea residual current tidal wave low-pass filtering
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Spatial Distribution Characteristics of Surface Tidal Currents in the Southwest of Taiwan Strait 被引量:1
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作者 SHEN Zhiben WU Xiongbin +3 位作者 LIN Hang CHEN Xiaofeng XU Xing’an LI Lun 《Journal of Ocean University of China》 SCIE CAS 2014年第6期971-978,共8页
This study was conducted on the spatial distribution characteristics of surface tidal currents in the southwestern Taiwan Strait based on the quasi-harmonic analysis of current data obtained by two high frequency surf... This study was conducted on the spatial distribution characteristics of surface tidal currents in the southwestern Taiwan Strait based on the quasi-harmonic analysis of current data obtained by two high frequency surface wave radar(HFSWR) systems. The analysis shows that the tidal current pattern in the southwestern Taiwan Strait is primarily semi-diurnal and influenced significantly by shallow water constituents. The spatial distribution of tidal current ellipses of M2 is probably affected by the interaction between two different systems of tide wave, one from the northern mouth of Taiwan Strait and the other from the Bashi Channel. The directions of the major axes of M2 tidal current ellipses coincide roughly with the axis of the Taiwan Strait. The spatial distribution of the magnitudes of the probable maximum current velocity(PMCS) shows gradual increase of the velocity from northeast to southwest, which is in accordance with the spatial distribution of the measured maximum current velocity(MMCS). The directions of the residual currents are in accordance with the direction of the prevailing monsoon wind at the Taiwan Strait and the direction of the Taiwan warm current during summer. The bathymetry also shows a significant effect on the spatial distribution characteristics of tidal currents. 展开更多
关键词 high frequency surface wave radar quasi-harmonic analysis spatial distribution characteristic surface tidal current Taiwan Strait
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福建海坛岛海域前进波和驻波分布特征及其机制
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作者 林旻 曾志 +2 位作者 郑越 陈智杰 官明开 《应用海洋学学报》 北大核心 2026年第2期203-213,共11页
海坛岛位于台湾海峡北口,周边海域具有独特复杂的流场特征,既有驻波也有前进波特征。本研究通过对海坛岛周边潮汐潮流实测数据的调和分析及潮流场数值模拟,分析了该区域潮流与潮汐的分布特征,研究表明海坛岛周边M2分潮流椭圆要素中最大... 海坛岛位于台湾海峡北口,周边海域具有独特复杂的流场特征,既有驻波也有前进波特征。本研究通过对海坛岛周边潮汐潮流实测数据的调和分析及潮流场数值模拟,分析了该区域潮流与潮汐的分布特征,研究表明海坛岛周边M2分潮流椭圆要素中最大流速发生时刻在3.5~5.0 h内表现出显著的前进波特征,发生时刻在1.0~2.0 h为显著的驻波。在海坛海峡中部、海坛岛东北侧长江澳和海坛岛东侧外海区域出现较为显著的前进波特征。长江澳和海坛岛东侧外海的前进波为太平洋潮波传递过来受陆地反射波影响较小而保持的前进波,而海坛海峡通过南北两个口门传入的潮波部分受近岸地形反射影响叠加形成了驻波,部分继续传播在海坛海峡中部保持前进波状态。 展开更多
关键词 前进波 驻波 潮汐和潮流 数值模拟 海坛岛
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Distributions of sediments of the tidal flats in response to dynamic actions,Yangtze (Changjiang) Estuary 被引量:3
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作者 YAN Hong DAI Zhijun +3 位作者 LI Jiufa ZHAO Jianchun ZHANG Xiaoling ZHAO Junkai 《Journal of Geographical Sciences》 SCIE CSCD 2011年第4期719-732,共14页
Sediment samples with high spatial resolution (432 samples in total) and flow data were collected on the tidal flats in the mouth-bar region of the Yangtze Estuary. The data was collected in July 2005, July 2006 and... Sediment samples with high spatial resolution (432 samples in total) and flow data were collected on the tidal flats in the mouth-bar region of the Yangtze Estuary. The data was collected in July 2005, July 2006 and May 2007. The samples were analyzed with a particle sizer, resulting in the sediment distribution. The grain sizes and related parameters were analyzed. The results were presented in a ternary diagram. The sediment mainly consisted of sand, silty sand, sandy silt, sand-silt-clay, silt and clayey silt. And sand skeletons and clay matrices were found. At Nanhui Shoal, silt skeletons could be identified as well. Furthermore, the results were discussed per shoal. Although some depth dependencies were found per shoal, no general relation was found. The results are as follows: sediment located at these tidal flats of the Yangtze Estuary was mainly composed of sand, silty sand and silt. The median grain size in sediment was relatively complex with a range from 2.5 φ to 8 φ. The distributions of sorting coefficients ranging from 1 to 2 were in agreement with median sizes. It was suggested that sediment of the tidal flats was coarser and better sorted or finer and worse sorted. The skewness in sediment distribution varied from 0.1 to 0.8. In addition, the distributions of sorting coefficient and skewness in sediment at Chongming Eastern Shoal, Hengsha Eastern Shoal and Jiuduan Shoal were of similar characteristics because there were closely positive correlated relationships among these parameters. However, due to the location difference between Nanhui Southern Shoal and Eastern Shoal, the values of sorting coefficient and skewness had relatively large distinctions. The tracks of sediment transport could be described based on the distributions of sediment, which might reveal sediment transport controlled by two dominant hydrodynamic factors of current and wave. It was appreciable that coarser sediment with lower sorted coefficient was affected by dominant ebb current action and intense wave action resulted from rapidly dissipated wave energy. Moreover, due to the effects of obstructed branches, guided current and broken wave actions of the Deep Water Channel Project, grain-size in sediment located at two sides of the groyne was of uneven distribution characteristics. 展开更多
关键词 SEDIMENT tidal flat deposition wave action tidal current Yangtze (Changjiang) Estuary
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Marine renewable energy in China: Current status and perspectives 被引量:7
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作者 Yong-liang ZHANG Zheng LIN Qiu-lin LIU 《Water Science and Engineering》 EI CAS CSCD 2014年第3期288-305,共18页
Based on a general review of marine renewable energy in China, an assessment of the development status and amount of various marine renewable energy resources, including tidal energy, tidal current energy, wave energy... Based on a general review of marine renewable energy in China, an assessment of the development status and amount of various marine renewable energy resources, including tidal energy, tidal current energy, wave energy, ocean thermal energy, and salinity gradient energy in China's coastal seas, such as the Bohai Sea, the Yellow Sea, the East China Sea, and the South China Sea, is presented. We have found that these kinds of marine renewable energy resources will play an important role in meeting China's future energy needs. Additionally, considering the uneven distribution of China's marine renewable energy and the influences of its exploitation on the environment, we have suggested several sites with great potential for each kind of marine energy. Furthermore, perspectives on and challenges related with marine renewable energy in China are addressed. 展开更多
关键词 renewable energy tidal energy tidal current energy wave energy ocean thermalenergy salinity gradient energy
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强潮急流跨海桥梁基础局部冲刷研究
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作者 李有为 肖苡辀 《水资源与水工程学报》 北大核心 2025年第2期84-92,共9页
跨海桥梁基础冲刷问题极为复杂,探究各个建设阶段中的床面冲刷情况,对于预防桥梁由于冲刷造成的损坏至关重要。以杭州湾跨海铁路大桥(在建)南航道桥主墩基础为例,针对桩基施工与承台施工的不同阶段,通过物理模型试验、数值模拟及现场原... 跨海桥梁基础冲刷问题极为复杂,探究各个建设阶段中的床面冲刷情况,对于预防桥梁由于冲刷造成的损坏至关重要。以杭州湾跨海铁路大桥(在建)南航道桥主墩基础为例,针对桩基施工与承台施工的不同阶段,通过物理模型试验、数值模拟及现场原位测量3种手段进行桥梁基础局部冲刷的研究,分析了各阶段的冲刷特性和水力特性。结果表明:物理模型试验和数值模拟的结果与实测测量数据基本吻合;桩基施工阶段期间,粉砂层已被冲刷掉,当前泥面主要由更难以被冲刷的淤泥质土构成;在大桥基础冲刷过程中,70%的冲刷深度出现在冲刷初期的30%时间内;围堰减小了床面切应力的整体变化范围,降低了周边水流流速,并在迎水面和背水面形成了淤积区;围堰安装后,预测将进一步冲刷4 m,使冲刷深度和范围增加约30%,这将超出桩基设计的冲刷深度,影响其承载能力,需采取预防或保护措施以免受进一步冲刷。研究成果可为类似跨海大桥的设计、建设和运营管理等方面提供参考。 展开更多
关键词 强潮急流 跨海桥梁基础 局部冲刷 物理模型 数值模拟 原位实测
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黄海黑泥湾近岸水体动能变化分析 被引量:1
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作者 凡仁福 魏皓 +1 位作者 赵亮 聂红涛 《海洋科学进展》 北大核心 2025年第1期106-117,共12页
清晰地认识近岸水体动能变化规律是理解物质输运的基础和前提。本文基于黄海黑泥湾北侧海域冬季、夏季观测的风、波浪和海流等数据,研究近岸水体动能对风、波浪和潮等过程的响应。观测期间研究海域出现了风速大于10 m/s的大风过程。涌... 清晰地认识近岸水体动能变化规律是理解物质输运的基础和前提。本文基于黄海黑泥湾北侧海域冬季、夏季观测的风、波浪和海流等数据,研究近岸水体动能对风、波浪和潮等过程的响应。观测期间研究海域出现了风速大于10 m/s的大风过程。涌浪主导了该海域的波浪变化。冬季、夏季观测到的最大流速分别为0.35和0.45 m/s,流速剖面无垂向分层,EW向往复型半日潮流控制总流速变化。冬季涨、落潮阶段的水体动能峰值基本相当,约为2.49×10^(-2)m^(2)/s^(2),夏季落潮阶段的水体动能峰值较大,约为6.09×10^(-2)m^(2)/s^(2)。潮流致水体动能呈周期性变化特征。大风过程的出现未对潮流注入明显的能量。大风能量不断用于生成风生余流使水体余动能增大了约4.3倍。海底拖曳变化与大风强迫无关,但响应强波浪过程。 展开更多
关键词 水体动能 波浪 潮流 黄海 黑泥湾
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强半日潮中海洋内波剪切不稳定特性研究
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作者 张宇飞 张永垂 +1 位作者 黄泓 张铭 《海洋学报》 北大核心 2025年第10期12-24,共13页
本文将定常垂向剪切流和正压半日潮流的叠加作为背景流,给出了在此背景流下无海底地形起伏的海洋内波非静力控制方程组,建立了一个二维海洋内波数值模型,用以研究内波的生成、发展和演变特性以及不稳定内波的结构和性质。主要研究结果为... 本文将定常垂向剪切流和正压半日潮流的叠加作为背景流,给出了在此背景流下无海底地形起伏的海洋内波非静力控制方程组,建立了一个二维海洋内波数值模型,用以研究内波的生成、发展和演变特性以及不稳定内波的结构和性质。主要研究结果为:当给定一个初始小扰动时,仅有潮流作为背景流的条件下,扰动不会发展。背景流为正压半日潮流与定常垂向剪切流叠加时,扰动出现剪切不稳定,其能量呈增长趋势,扰动能量出现与潮流同周期的波状变化。内波生成后,呈现与潮流大小同步的顺、逆剪切流方向的平移,顺向平移远较逆向平移快,总体上沿顺向剪切流方向移动,表明潮流对内波发展有调制作用。该内波流函数扰动呈现由多个闭合正负环流圈构成的波包形态,环流中心出现在水体中部。密度扰动主体均出现在跃层附近,为跃层所俘获。因潮流与扰动的相互作用,会使单一频率的简谐波变成包含很多频率的波包,即为潮流的变频作用,其会明显降低内波剪切不稳定的增长率,该作用具有维稳特性。内波的群速度总趋势沿剪切流方向。不稳定内波的水平尺度基本与扰动初值无关。该内波的性质属非平衡的重力(惯性)波。 展开更多
关键词 海洋内波 强正压潮流 垂向剪切流 扰动不稳定 密度跃层
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基于高频地波雷达组网数据对环山东半岛沿岸流的变化特征分析
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作者 王涛 荣增瑞 +1 位作者 徐新军 于晓林 《海洋科学》 北大核心 2025年第4期1-14,共14页
山东沿岸流是黄海沿岸流系的重要一支,是影响渤海和黄海水体和物质交换的重要动力过程,但长期以来缺乏直接的系统观测。本研究基于2021年全年环山东半岛海域6个测站的3组高频地波雷达组网观测数据,研究了环山东半岛海域潮流和余流的时... 山东沿岸流是黄海沿岸流系的重要一支,是影响渤海和黄海水体和物质交换的重要动力过程,但长期以来缺乏直接的系统观测。本研究基于2021年全年环山东半岛海域6个测站的3组高频地波雷达组网观测数据,研究了环山东半岛海域潮流和余流的时空变化特征。结果表明:山东半岛北部海域以不规则半日潮流为主,121°30′E至122°E的烟威海域为不规则全日潮流,山东半岛南部海域则以规则半日潮流为主。就2021年而言,山东半岛北部鲁北沿岸流冬、夏较强,表层平均余流约为20~30 cm/s,春、秋较弱,约5~15 cm/s,全年基本流向比较稳定。山东半岛南部沿岸流整体弱于鲁北沿岸,约2~10 cm/s,冬季时受强风影响,与鲁北沿岸流联为一体,整体向西南方向流动,且流速较强。冬季,强北风可能是山东半岛北部沿岸流的主要驱动因素,且风速越大,流速越强,流向越趋于一致向东南方向流动;春夏秋季,山东半岛北部表层余流仍流向东南且可以逆风流动。山东半岛南部表层余流方向多变,且具有显著的季节变化,冬季时受强北风影响流向西南,其他季节流速较弱且流向趋于和局地风向一致。 展开更多
关键词 山东沿岸流 高频地波雷达 潮流 余流 季节特征
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Sediment transport capacity of tidal currents and waves 被引量:4
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作者 窦国仁 董风舞 窦希滨 《Chinese Science Bulletin》 SCIE EI CAS 1995年第13期1096-1101,共6页
A lot of estuaries and coastal regions in China are covered with silts and muds, whichare easily suspended and transported under the joint action of tidal currents and windwaves. Therefore, the study on the sediment t... A lot of estuaries and coastal regions in China are covered with silts and muds, whichare easily suspended and transported under the joint action of tidal currents and windwaves. Therefore, the study on the sediment transport capacity of both tidal currents andwind waves is of theoretical and practical significance. However, because of the extremecomplexity of the problem, the studies in the past were limited to the empirical analyses,and the theoretical exposition was not given yet. In establishing most empirical formulas,the orbital velocity of waves was added to the velocity of the tidal currents in order to ex- 展开更多
关键词 tidal current wave SEDIMENT TRANSPORT capacity.
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分布式风光储一体化电源并网协同调控算法
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作者 江伟 胡亚平 +1 位作者 何宇斌 赖凯庭 《计算机仿真》 2025年第12期318-322,共5页
在分布式风光储一体化电源并网运行时,风光发电存在强间歇性和波动性问题,直接接入电网会导致电压和频率不稳定,使得系统功率总耗损难以达到最小化,影响电网运行可靠性。为此,提出一种分布式风光储一体化电源并网协同调控算法。以电网... 在分布式风光储一体化电源并网运行时,风光发电存在强间歇性和波动性问题,直接接入电网会导致电压和频率不稳定,使得系统功率总耗损难以达到最小化,影响电网运行可靠性。为此,提出一种分布式风光储一体化电源并网协同调控算法。以电网运行时功率总耗损最小化为目标函数,制定潮流、电压、电容以及线路功率约束约束条件,利用恒功率-恒频恒压控制法构建并网协同调控模型,引入逻辑选择模块恰当调整协同控制模型模式,通过混沌蚁群算法、类似载波方式找出模型全局最优控制参数,实现并网最优协同控制。实验结果表明,所提算法在并网协同控制过程中表现出色,可有效地减少电网电压的波动,显著增强了电力系统的稳定性。 展开更多
关键词 一体化电源 并网协同调控 潮流计算 混沌蚁群算法 类似载波
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黄河三角洲飞雁滩海岸的侵蚀及机理 被引量:34
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作者 陈沈良 张国安 +2 位作者 陈小英 张建华 徐丛亮 《海洋地质与第四纪地质》 CAS CSCD 北大核心 2005年第3期9-14,共6页
飞雁滩海域是1964—1976年黄河刁口河流路入海区域。根据地形和断面水深监测资料,阐述了该岸段流路废弃后的岸滩侵蚀特征和地貌变化。研究结果表明,刁口河流路废弃后飞雁滩海岸向海凸出的地形特征,是造成该岸段强烈侵蚀的重要原因。进... 飞雁滩海域是1964—1976年黄河刁口河流路入海区域。根据地形和断面水深监测资料,阐述了该岸段流路废弃后的岸滩侵蚀特征和地貌变化。研究结果表明,刁口河流路废弃后飞雁滩海岸向海凸出的地形特征,是造成该岸段强烈侵蚀的重要原因。进一步结合波、流动力的对应分析认为,波浪以掀沙为主,潮流以输沙为主,波浪和潮流的联合作用是飞雁滩海岸侵蚀的主要动力机制,其中潮流主要通过余流携沙外输,造成近岸泥沙亏损。 展开更多
关键词 海岸侵蚀 波浪 潮流 飞雁滩 黄河三角洲
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波流共同作用下废黄河河口水下三角洲地形演变预测模式 被引量:22
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作者 虞志英 张国安 +2 位作者 金镠 包四林 樊社军 《海洋与湖沼》 CAS CSCD 北大核心 2002年第6期583-590,共8页
通过对废黄河河口水下三角洲海域水文、泥沙、沉积和地形的调查分析 ,对组成水下三角洲 - 1 0— - 1 5m以深的平坦海床、- 5— - 1 0m间的水下斜坡、- 5m以浅的近岸浅滩三个地貌单元的水动力特征以及在波流和潮流作用下底部泥沙冲刷率... 通过对废黄河河口水下三角洲海域水文、泥沙、沉积和地形的调查分析 ,对组成水下三角洲 - 1 0— - 1 5m以深的平坦海床、- 5— - 1 0m间的水下斜坡、- 5m以浅的近岸浅滩三个地貌单元的水动力特征以及在波流和潮流作用下底部泥沙冲刷率的横向分布进行计算分析 ,并建立了水下三角洲地形横向剖面地形的演变预测模式。结果表明 ,在三角洲不同地貌单元内 ,由于所处不同的水动力条件和底部泥沙特性 ,出现了不同的侵蚀状态 ,其中在 - 1 0—- 1 5m以深的平坦海床 ,除了 3m以上的大浪外 ,水动力作用以强劲的潮流冲刷为主 ,目前已接近冲刷相对平衡的状态 ;在 - 5— - 1 0m间的水下斜坡 ,受波浪和潮流的共同作用 ,冲刷强度大 ,地形剖面呈继续平行后退状态 ;- 5m以浅的近岸浅滩 ,潮流作用相对较弱 ,以波浪对滩面的刷低为主 ,水深线不断向岸方向移动、滩宽变窄 ;0m以上的潮间带滩地 ,则波浪和潮流作用均较弱 ,近岸高滩接近相对稳定状态 ,有利于海岸线的工程防护。 展开更多
关键词 废黄河河口 水下三角洲 地形 演变预测 波浪 潮流 侵蚀
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渤海湾曹妃甸港区开发对水动力泥沙环境的影响 被引量:40
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作者 陆永军 左利钦 +1 位作者 季荣耀 张金善 《水科学进展》 EI CAS CSCD 北大核心 2007年第6期793-800,共8页
针对渤海湾曹妃甸海域波浪、潮流、泥沙及海床演变特点,应用波流共同作用下二维泥沙数学模型研究港区开发方案。2006年冬季和夏季大、小潮潮流泥沙验证表明,该海域潮位及15条同步垂线流速、流向、含沙量过程的计算值与实测值吻合良好,... 针对渤海湾曹妃甸海域波浪、潮流、泥沙及海床演变特点,应用波流共同作用下二维泥沙数学模型研究港区开发方案。2006年冬季和夏季大、小潮潮流泥沙验证表明,该海域潮位及15条同步垂线流速、流向、含沙量过程的计算值与实测值吻合良好,并进行了矿石码头港池前沿海域在潮流与波浪共同作用下悬沙引起的冲淤验证,计算的冲淤厚度及其分布趋势与实测值比较接近。在此基础上,研究了曹妃甸前岛后陆的港区围垦方案对水动力环境的影响问题,包括该工程引起的曹妃甸甸头以南深槽、老龙沟深槽及各港池的流速变化及底床的冲淤变形等。 展开更多
关键词 波浪 潮流 泥沙 数学模型 港区开发 曹妃甸
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波浪与潮流共同作用下二维泥沙数学模型 被引量:34
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作者 陆永军 左利钦 +1 位作者 王红川 李浩麟 《泥沙研究》 CSCD 北大核心 2005年第6期1-12,共12页
针对河口海岸地区波浪与潮流运动的特点,将波浪过程概化为潮周期中具有平均意义的波浪流要素,叠加到潮流运动方程中,以模拟长时段的水流运动及泥沙场的变化,建立了波浪与潮流联合作用下二维泥沙数学模型,包括贴体正交曲线坐标系下水流... 针对河口海岸地区波浪与潮流运动的特点,将波浪过程概化为潮周期中具有平均意义的波浪流要素,叠加到潮流运动方程中,以模拟长时段的水流运动及泥沙场的变化,建立了波浪与潮流联合作用下二维泥沙数学模型,包括贴体正交曲线坐标系下水流运动方程、非均匀悬沙、底沙输移方程、初始条件、边界条件、动边界技术及数值计算格式,引进前期含沙量的概念,得到了潮流挟沙能力公式,波浪作用下的挟沙能力采用窦国仁公式,浮泥挟沙能力采用罗肇森公式。计算的瓯江口、温州湾潮位过程与原型吻合良好,8个断面的46条垂线同步流速、流向过程计算值与实测值吻合较好。在此基础上,探讨了多连通域复杂边界条件下瓯江口拦门沙航槽开挖后潮流与风浪作用下悬沙、底沙与浮泥引起航槽回淤的模拟问题。 展开更多
关键词 波浪 潮流 数学模型 悬沙 底沙 浮泥 航槽回淤
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黄河三角洲飞雁滩沉积物颗粒度分布和粒度参数特征及水动力解释 被引量:14
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作者 李九发 李为华 +3 位作者 应铭 时连强 陈沈良 戴志军 《海洋通报》 CAS CSCD 北大核心 2006年第3期38-44,共7页
黄河三角洲飞雁滩因入海河口改道而缺乏泥沙来源,导致海滩蚀退10余km。近30a来,蚀退后的浅滩在不同潮流和风浪的作用下,浅海滩沉积物颗粒在空间分布上出现明显的差异,表现为浅水区沉积物粗于深水区,来沙少的沉积区粗于来沙多的沉积区。... 黄河三角洲飞雁滩因入海河口改道而缺乏泥沙来源,导致海滩蚀退10余km。近30a来,蚀退后的浅滩在不同潮流和风浪的作用下,浅海滩沉积物颗粒在空间分布上出现明显的差异,表现为浅水区沉积物粗于深水区,来沙少的沉积区粗于来沙多的沉积区。根据2004年实测沉积物颗粒度参数和实测水流及风浪资料分析,该海滩可以分为三个沉积区:I号沉积区,水深较浅,泥沙补给较少,主要受不同风浪的影响,沉积物颗粒组成较粗,以细砂和粉砂为主,分选良好,目前抗冲能力较强;II号沉积区,水深较浅,水流较弱,常受来自高中低潮滩下泄水流携带的细颗粒泥沙影响,沉积物组成粗细混合,以粉砂质粘土为主,分选较差;III号沉积区,水深大,在潮流和风浪作用下,常有来自沿岸尤其I号沉积区的细颗粒泥沙影响,沉积物组成粗细混合,以粘土质粉砂为主,分选较差。黄河三角洲飞雁滩桩106海滩沉积物空间分布较好地反映了泥沙来源和沉积动力条件,该成果可为海岸海滩防护工程规划设计提供科学依据。 展开更多
关键词 黄河三角洲 沉积物 泥沙颗粒度 波浪 潮流
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大鹏湾潮流数值计算 被引量:11
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作者 王学昌 娄安刚 +2 位作者 孟伟 郑丙辉 王增田 《海洋科学》 CAS CSCD 北大核心 2001年第12期37-40,共4页
应用分步杂交方法建立了大鹏湾变边界潮流数值模型,并对其进行了模拟计算,重现了该区域潮波及潮流的分布规律,并根据实测资料对其进行了验证。
关键词 大鹏湾 潮波 潮流 数值计算 海湾 水动力
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