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Simulation Study of Potential Impacts of Tidal Farm in the Eastern Waters of Chengshan Cape, China 被引量:1
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作者 LIU Xiaodong YUAN Peng +3 位作者 WANG Shujie YUAN Shuai TAN Junzhe SI Xiancai 《Journal of Ocean University of China》 SCIE CAS CSCD 2019年第5期1041-1050,共10页
The sea area east of Chenshan Cape has peak tidal current flows that exceed 2.3 m s^-1,which make it a promising site for the development of tidal current energy.Before these resources can be exploited,a comprehensive... The sea area east of Chenshan Cape has peak tidal current flows that exceed 2.3 m s^-1,which make it a promising site for the development of tidal current energy.Before these resources can be exploited,a comprehensive assessment is needed of the potential environmental impacts of the extraction of this energy.In this paper,we describe our construction of a three-dimensional hydrodynamic model of the waters near Chengshan Cape,and verify the performance of the model using continuous data measured in situ.We modeled the potential impacts of the exploitation of these resources on the flow field by adding a momentum loss term in the governing equation of the model.Simulation results show that an assumed tidal farm with an estimated power output of 20.34 MW would have a significant impact on the surrounding water level,especially next to the farm,where fluctuation could reach 6 cm.The maximum drop in the flow velocity in the wake of the farm was predicted to be more than 0.8 m s^-1,and this influence would extend 10 km downstream. 展开更多
关键词 tidal current energy impact tidal FARM Chenshan CAPE HYDRODYNAMICS model Delft 3D
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THREE-DIMENSIONAL NUMERICAL MODELLING OF THE WAVE-IN-DUCED RIP CURRENTS UNDER IRREGULAR BATHYMETRY 被引量:6
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作者 XIE Ming-xiao 《Journal of Hydrodynamics》 SCIE EI CSCD 2012年第6期864-872,共9页
A process-based 3-D hydrodynamic model is established to simulate the rip current structures under irregular bathymetry. The depth-varying wave-induced residual momentum, the surface rollers, the turbulent mixing and ... A process-based 3-D hydrodynamic model is established to simulate the rip current structures under irregular bathymetry. The depth-varying wave-induced residual momentum, the surface rollers, the turbulent mixing and the wave-current interactions are considered. Experimental datasets are used to validate the model, and it is shown that the model can effectively describe the 3-D structures of the rip currents in both normal and oblique wave incident cases. The flow patterns of the rip currents see various characteristics for different incident wave directions. In the normal incident case, pairs of counter-rotating primary circulation cells are formed, and an offshore rip flow occurs in the embayment troughs. The peak seaward velocities occur at the top of the bed boundary layer, and the undertow is incorporated in addition to the rip currents. In the oblique incident case, the longshore currents are dominant, which result in a meandering flow along the depth contour, and the undertow is weaker compared to that in the normal incident condition. 展开更多
关键词 rip currents irregular bathymetry 3-d numerical modelling
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THREE-DIMENSIONAL NUMERICAL MODEL FOR WINDING TIDAL RIVER WITH BRANCHES 被引量:1
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作者 YANG Li-ling WANG Yun-hong +3 位作者 ZHU Zhi-xia XU veng-jun DENG Jia-quan YANG Fang 《Journal of Hydrodynamics》 SCIE EI CSCD 2007年第2期249-254,共6页
Natural rivers are usually winding with branches and shoals, which are difficult to be simulated with rectangular grids. A 3-D current numerical model was established based on the orthogonal curvilinear coordinate sys... Natural rivers are usually winding with branches and shoals, which are difficult to be simulated with rectangular grids. A 3-D current numerical model was established based on the orthogonal curvilinear coordinate system and vertical o coordinate system. The equations were discretisized using a semi-implicit scheme. The "predictor" and "corrector" steps were applied for the horizontal momentum equations to meet the basic requirement that the depth-integrated currents obtained from the equations for 2-D and 3-D modes have identical values. And a modification of traditional method of dry/wet discriminance was proposed to determine accurately the boundary and ensure the continuity of variable boundary in the simulation. This model was verified with the data measured in a winding tidal river with branches in April, 2004. The simulated data of water levels and velocities agree well with the measured ones, and the computed results reveal well the practical flow characteristics, including the vertical secondary flow in a winding reach. 展开更多
关键词 winding tidal river 3-d numerical model semi-implicit scheme variable boundary
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长江口三维潮流数值计算及动力分析 被引量:14
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作者 于凤香 宋志尧 李瑞杰 《海洋湖沼通报》 CSCD 2003年第3期14-23,共10页
采用三维动力学数学模型对长江口潮流场进行了计算,对长江口潮流流态在一个潮周期内逐时进行了分析,并对长江口南支盐水倒灌从动力学角度进行了初步探讨。计算结果表明:文中模型较好地重演长江口潮流场,可以用于大型复杂河口工程实际中... 采用三维动力学数学模型对长江口潮流场进行了计算,对长江口潮流流态在一个潮周期内逐时进行了分析,并对长江口南支盐水倒灌从动力学角度进行了初步探讨。计算结果表明:文中模型较好地重演长江口潮流场,可以用于大型复杂河口工程实际中的潮流场的计算和分析。 展开更多
关键词 长江口 三雏水动力学数学模型 潮流场 曲线正交坐标 潮流流态 潮周期
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涠洲岛附近海域溢油数值模拟 被引量:4
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作者 杨毅 娄安刚 +1 位作者 徐艳东 匡良 《海岸工程》 2008年第4期1-10,共10页
采用潮流控制方程和湍封闭方程构建完整的三维浅海潮波定解方程组,建立涠洲岛附近海域的三维潮流数值模型来计算涠洲岛附近海域的潮流和潮位变化情况,采用大海域计算得出的调和常数值作为开边界的输入值,从潮位验证、潮流验证和流场的... 采用潮流控制方程和湍封闭方程构建完整的三维浅海潮波定解方程组,建立涠洲岛附近海域的三维潮流数值模型来计算涠洲岛附近海域的潮流和潮位变化情况,采用大海域计算得出的调和常数值作为开边界的输入值,从潮位验证、潮流验证和流场的变化规律等多方面情况看,计算结果与实际监测符合良好,具有较高的精确度,模拟计算结果较真实地反映了涠洲岛附近海域的潮位变化和潮流运动状况。在潮流模拟验证正确的情况下,建立溢油预测模型,采用欧拉-拉格朗日追踪方法,进行油膜中心轨迹的预测,并预测了油膜漂移的扩展面积、扫海面积和残留量随时间的变化值。 展开更多
关键词 三维潮流模型 溢油 轨迹 扫海面积
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台风浪风暴潮作用下三维潮流数值模拟 被引量:3
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作者 朱志夏 熊伟 《哈尔滨工程大学学报》 EI CAS CSCD 北大核心 2019年第10期1675-1681,共7页
针对台风作用下三维潮流模拟的技术问题,本文提出了波流耦合的三维潮流数值模拟技术。首先,基于三重网格嵌套的超高分辨率的韦帕台风风场,应用第三代波浪模型、二维潮流模型、三维水动力泥沙模型FVCOM和非结构化网格的二维、三维三重嵌... 针对台风作用下三维潮流模拟的技术问题,本文提出了波流耦合的三维潮流数值模拟技术。首先,基于三重网格嵌套的超高分辨率的韦帕台风风场,应用第三代波浪模型、二维潮流模型、三维水动力泥沙模型FVCOM和非结构化网格的二维、三维三重嵌套的方式,通过二次开发重点解决了三维模型中波生流和波流共同作用底部剪切应力的计算,并建立了台风作用下波流耦合的三维潮流数学模型。然后,模拟计算了2007年韦帕台风作用下连云港海域波流耦合的三维潮流过程。最后,对连云港港进行了不同布置方案的计算。研究结果表明:旗台港区内水流流态和流速各布置方案差异均较小;徐圩港区随着港区内围填工程面积的增大,大范围环流现象逐渐消失,流速也随之变小。研究成果可为连云港港30万吨级航道工程的设计提供技术支持。 展开更多
关键词 波生流 波流共同作用 三重网格嵌套 台风浪 风暴潮 三维潮流模型
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一种三维环流模型及其应用 被引量:1
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作者 窦振兴 杨连武 《计算物理》 CSCD 北大核心 1993年第1期25-36,共12页
本文建立了一种广泛适用于大陆架浅海的三维环流模型。模型的支配方程是具有自由面的三维非线性瞬态Navier-Stokes方程。支配方程经σ坐标变换后与边界条件一起在空间交错网格系统上用差分法求解。为提高计算效率,基于问题的物理性质引... 本文建立了一种广泛适用于大陆架浅海的三维环流模型。模型的支配方程是具有自由面的三维非线性瞬态Navier-Stokes方程。支配方程经σ坐标变换后与边界条件一起在空间交错网格系统上用差分法求解。为提高计算效率,基于问题的物理性质引入过程分裂概念没计了计算框架:将三维流动过程分成长重力波的传播(外模式)和速度的垂向剪变(内模式)两大组成部分,对每个部分分别选用最适宜各自物理特性和数值行为的数值方法求解。最后做为本模型的应用实例,计算了渤海三维潮流,获得了很好的结果。 展开更多
关键词 三维环流模型 三维流动 环流 计算
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Compute extremely low-frequency electromagnetic field exposure by 3-D impendance method
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作者 HAN Yu-nan LV Ying-hua ZHANG Hong-xin 《The Journal of China Universities of Posts and Telecommunications》 EI CSCD 2007年第3期113-116,共4页
A 3-D impedance method has been introduced to compute the electric currents induced in a human body exposed to extremely low-frequency electromagnetic field. The 3-D impedance method has been deduced from Maxwell equa... A 3-D impedance method has been introduced to compute the electric currents induced in a human body exposed to extremely low-frequency electromagnetic field. The 3-D impedance method has been deduced from Maxwell equations and is put into the computation and simulation effectively to the visible human body model, which has 196×114×626 cells and more than 40 types of tissues. As the result, two representative cases are investigated. One is exposure of the human body to 100 μT (1 000 mG), the limit recommended by the International Commission on Non-Ionizing Radiation Protection for the public and the other one is the exposure of human body to 0.4 laT (4 mG), the level at which a statistical link appears with a doubled risk of development of childhood leukaemia. The distribution of induced current density can be obtained and the maximum of induced current are found to be 16 mA/m^2 and 0.07 mA/m^2. 展开更多
关键词 3-d impedance method induced current magnetic flux density visible human body model extremely low frequency (ELF)
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Coastal upwelling off the southwest coast of India:observations and simulations
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作者 P.V.Hareesh Kumar P.Anand 《International Journal of Digital Earth》 SCIE EI CSCD 2016年第12期1256-1274,共19页
Spatial hydrographic data collected from August 2007 through May 2008 and the Princeton Ocean Model(POM)are utilized to explain and document the upwelling in the south eastern Arabian Sea(SEAS).The decrease in the mag... Spatial hydrographic data collected from August 2007 through May 2008 and the Princeton Ocean Model(POM)are utilized to explain and document the upwelling in the south eastern Arabian Sea(SEAS).The decrease in the magnitude of winds towards the coast favors local anticyclonic vorticity,resulting in the formation of cyclonic eddy and reversal of coastal currents.The Ekman transport due to alongshore winds,Ekman pumping due to wind stress curl,cyclonic eddy and southward West Indian Coastal Currents play different roles in the SEAS upwelling.In the offshore,wind stress curl leads to the formation of meso-scale eddies,resulting in Ekman pumping at the center and consequent upwelling.The rapid depth variation on the western side of Quilon Mount intensifies upwelling in the offshore.The upwelling Kelvin waves generated at the equator terminates in the Bay of Bengal and do not contribute to the SEAS upwelling.The possible role of local and remote winds,especially around Sri Lanka on the upwelling dynamics of SEAS is described utilizing POM.The Kelvin waves generated off the coast of Sri Lanka during the active phase of the summer monsoon also contribute to the upwelling dynamics off the west coast of India. 展开更多
关键词 Southeastern Arabian Sea coastal upwelling Upwelling Kelvin wave West Indian coastal currents 3-d circulation model
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