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Three-dimensional numerical modeling of gravity anomalies based on Poisson equation in spacewavenumber mixed domain 被引量:6
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作者 Dai Shi-Kun Zhao Dong-Dong +3 位作者 Zhang Qian-Jiang Li Kun Chen Qing-Rui Wang Xu-Long 《Applied Geophysics》 SCIE CSCD 2018年第3期513-523,共11页
In gravity-anomaly-based prospecting, the computational and memory requirements for practical numerical modeling are potentially enormous. Achieving an efficient and precise inversion for gravity anomaly imaging over ... In gravity-anomaly-based prospecting, the computational and memory requirements for practical numerical modeling are potentially enormous. Achieving an efficient and precise inversion for gravity anomaly imaging over large-scale and complex terrain requires additional methods. To this end, we have proposed a new topography-capable By performing a two-dimensional Fourier transform in the horizontal directions, threedimensional partial differential equations in the spatial domain were transformed into a group of independent, one-dimensional differential equations engaged with different wave numbers. These independent differential equations are highly parallel across different wave numbers. differential equations with different wave numbers, and the efficiency of solving fixedbandwidth linear equations was further improved by a chasing method. In a synthetic test, a prism model was used to verify the accuracy and reliability of the proposed algorithm by comparing the numerical solution with the analytical solution. We studied the computational precision and efficiency with and without topography using different Fourier transform methods. The results showed that the Guass-FFT method has higher numerical precision, while the standard FFT method is superior, in terms of computation time, for inversion and quantitative interpretation under complicated terrain. 展开更多
关键词 Topography gravity ANOMALY space-wavenumber mixing DOMAIN three-dimensional numerical modeling
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The study on three-dimensional numerical model and fronts of the Jiulong Estuary and the Xiamen Bay 被引量:3
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作者 LUO Zhibin PAN Weiran +1 位作者 LI Li ZHANG Guorong 《Acta Oceanologica Sinica》 SCIE CAS CSCD 2012年第4期55-64,共10页
Applying the methods of on-site observation and dynamic model, the research on the fronts at the Jiulong Estuary has been carried out, during which spatial and temporal distribution, dynamic characteristics and format... Applying the methods of on-site observation and dynamic model, the research on the fronts at the Jiulong Estuary has been carried out, during which spatial and temporal distribution, dynamic characteristics and formation mechanism of salinity fronts are analyzed and discussed. The research shows that the estuarine fronts mainly lie in the area from the Jiyu Islet to the Haimen Island, outside of Yuweizai to Hulishan cross-section, the near coast of Yuweizai and the south of the Songyu-Gulangyu Channel. The fronts in the former two regions are formed directly by plume, while the one near the coast of Yuweizai is a tidal intrusion front caused by flood current and the one at the south of the Songyu-Gulangyu Channel is the result of current shear transformation. Under normal circumstances, fresh water of the Jiulong River mainly influences the inside of the Xiamen Bay, and when it is in typhoon seasons, plume front can affect the Taiwan Strait and has an effect on the biogeochemical Drocesses in the strait. 展开更多
关键词 Jiulong Estuary Xiamen Bay three-dimensional numerical model FRONTS
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Three-dimensional tidal current numerical model of the Oujiang Estuary 被引量:2
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作者 LI Mengguo LI Wendan 《Acta Oceanologica Sinica》 SCIE CAS CSCD 2009年第3期17-25,共9页
The characteristics of three-dimensional (3-D) tidal current in the Oujiang Estuary are investigated according to in situ observations. The Oujiang Estuary has features of irregular coastline, complex topography, ma... The characteristics of three-dimensional (3-D) tidal current in the Oujiang Estuary are investigated according to in situ observations. The Oujiang Estuary has features of irregular coastline, complex topography, many islands, moveable boundary, and submerged dyke, therefore, σ 3-D numerical model oil an unstructured triangular grid has been degeloped. The σ coordinate transforination, the moveable boundary and submerged dyke treatment techniques were employed in the model so it is suitable for the tidal simulations in the Oujing Estuary with submerged dyke and moveable boundary problems. The model is evaluated with the in situ data, and the results show that the calculated water elevations at 19 stations and currents at 19 profiler stations are in good agreement with measured data both in magnitude and phase. This numerical model is applied to the 3-D tidal circulation simulations of experiments in stopping flow transport through the South Branch of the Oujiang Estuary, and the feasibility to cutoff the flow in the South Branch of the Oujiang Estuary is demonstrated by numerical simulation experiments. The developed numerical model simulated the 3-D tidal current circulations in complicated coastal and estuarine waters very well. 展开更多
关键词 Oujiang Estuary three-dimensional tidal current mathematical model numerical simulation triangular grid σ coordinate transformation
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Numerical Simulation of Saline Intrusion and Purging in Long SeaOutfalls with Three-Dimensional Model 被引量:1
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作者 吴玮 严忠民 吴龙华 《China Ocean Engineering》 SCIE EI 2006年第2期279-288,共10页
Saline intrusion into marine sewage ouffalls will greatly decrease the efficiency of sewage disposal. In order to investigate the mechanisms of this flow, in this paper, a three-dimensional numerical model based on F... Saline intrusion into marine sewage ouffalls will greatly decrease the efficiency of sewage disposal. In order to investigate the mechanisms of this flow, in this paper, a three-dimensional numerical model based on FVM (Finite Volume Method) is established, The RNG κ-ε model is selected for turbulence modeling. The time-averaged vohtme fraction equations are introduced to simulate the stratification and inteffaeial exchange of sewage and seawater in outfalls. Validity of the established three-dimensional numerical model is evaluated by comparisons of numerical results with experimental data. With this three-dimensional numerical model, the internal flow characteristics in ouffalls for different sewage discharges are simulated. The results indicate that for a low sewage discharge, saline circulates in the outfall due to intrusion and both the inflowing momentum and the inteffaeial turbulent mixing are important mechanisms to extrude the saline. For a high sewage discharge, saline intrusion could be avoided. The inflow momentum is the main mechanism to extrude the saline and the inteffacial turbulent mixing is nut important relatively. Even at a high sewage discharge, the saline wedge would be retained in the main ouffall pipe after the risers are purged. It takes a long time for this saline wedge to be extruded by interracial turbulent mixing. 展开更多
关键词 sea outfalls saline intrusion saline purging three-dimensional numerical model experimental study
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NUMERICAL INVESTIGATION OF THREE-DIMENSIONAL VISCOUS INCOMPRESSIBLE FLOWS IN DIVERGENT CURVED CHANNELS AND TURBULENT MODEL STUDY
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作者 焦德勇 杨弘炜 +2 位作者 赵志君 苏杰先 冯国泰 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 1989年第7期639-646,共8页
In order to make the numerical calculation of viscous flows more convenient for the flows in channel with complicated profile governing equations expressed in the arbitrary curvilinear coordinates were derived by mean... In order to make the numerical calculation of viscous flows more convenient for the flows in channel with complicated profile governing equations expressed in the arbitrary curvilinear coordinates were derived by means of Favre density-weighted averaged method, and a turbulent model with effect of curvature modification was also derived. The numerical calculation of laminar and turbulent flown in divergent curved channels was carried out by means of parabolizeil computation method. The calculating results were used to analyze and investigate the aerodynamic performance of talor cascades in compressors preliminarily. 展开更多
关键词 numerical INVESTIGATION OF three-dimensional VISCOUS INCOMPRESSIBLE FLOWS IN DIVERGENT CURVED CHANNELS AND TURBULENT model STUDY
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Three-dimensional numerical simulation of crown spike due to coupling effect between bubbles and free surface 被引量:3
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作者 韩蕊 张阿漫 李帅 《Chinese Physics B》 SCIE EI CAS CSCD 2014年第3期369-381,共13页
The motion of gas bubbles beneath a free surface will lead to a spike of fluid on the free surface. The distance of the bubbles to the free surface is the key factor to different phenomena. When the inception distance... The motion of gas bubbles beneath a free surface will lead to a spike of fluid on the free surface. The distance of the bubbles to the free surface is the key factor to different phenomena. When the inception distance varies in some range, crown phenomenon would happen after the impact of weak buoyancy bubbles, so this kind of spike is defined as crown spike in the present paper. Based on potential flow theory, a three-dimensional numerical model is established to simulate the motion of the free-surface spike generated by one bubble or a horizontal line of two in-phase bubbles. After the downward jet formed near the end of the collapse phase, the simulation of the free surface is performed to study the crown spike without regard to the toroidal bubble's effect. Calculations about the interaction between one bubble and free surface agree well with the experimental results conducted with a high-speed camera, and relative error is within 15%. Crown spike in both single- and two-bubble cases are simulated numerically. Different features and laws of the motion of crown spike, depending on the bubble-boundary distances and the inter-bubble distances, have been investigated. 展开更多
关键词 BUBBLE free surface three-dimensional numerical model crown spike
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The numerical simulation for a 3D two-phase anisotropic medium based on BISQ model 被引量:3
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作者 王者江 何樵登 王德利 《Applied Geophysics》 SCIE CSCD 2008年第1期24-34,共11页
Biot-flow and squirt-flow are the two most important fluid flow mechanisms in porous media containing fluids. Based on the BISQ (Biot-Squirt) model where the two mechanisms are treated simultaneously, the elastic wa... Biot-flow and squirt-flow are the two most important fluid flow mechanisms in porous media containing fluids. Based on the BISQ (Biot-Squirt) model where the two mechanisms are treated simultaneously, the elastic wave-field simulation in the porous medium is limited to two-dimensions and two-components (2D2C) or two-dimensions and three-components (2D3C). There is no previous report on wave simulation in three- dimensions and three-components. Only through three dimensional numerical simulations can we have an overall understanding of wave field coupling relations and the spatial distribution characteristics between the solid and fluid phases in the dual-phase anisotropic medium. In this paper, based on the BISQ equation, we present elastic wave propagation in a three dimensional dual-phase anisotropic medium simulated by the staggered-grid high-order finite-difference method. We analyze the resulting wave fields and show that the results are an improvement. 展开更多
关键词 BISQ model three-dimension numerical simulation staggered grid two-phase anisotropic medium.
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Numerical simulation of three-dimensional focused waves by new deep water HLGN model
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作者 Shi-liang Duan Bin-bin Zhao +1 位作者 Masoud Hayatdavoodi Kun Zheng 《Journal of Hydrodynamics》 2025年第1期89-99,共11页
Rogue waves pose a significant threat to the safety of ships and offshore structures,making it crucial to understand their physical mechanisms,such as spatial-temporal focusing,which can lead to their formation.This s... Rogue waves pose a significant threat to the safety of ships and offshore structures,making it crucial to understand their physical mechanisms,such as spatial-temporal focusing,which can lead to their formation.This study investigates three-dimensional focused waves using the newly developed deep-water high-level Green-Naghdi(HLGN)model.Through numerical simulations,we evaluate the selection of the involved wave numbers within the HLGN model and present the algorithm for the three-dimensional implementation.Validation of the model is conducted through numerical reproduction of the three-dimensional focused waves considered in other’s laboratory measurements.The simulated wave profiles and velocity fields are compared with experimental data,demonstrating strong agreement.Discussion is provided about the robustness and accuracy of the HLGN model in simulating three-dimensional focused waves under deep-water conditions. 展开更多
关键词 High-level Green-Naghdi(HLGN)model deep water wave three-dimensional focused waves time domain numerical simulation
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A Three-Dimensional Water Quality Model and Its Application to Jiaozhou Bay, China 被引量:2
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作者 张燕 孙英兰 +2 位作者 余静 袁道伟 张瑞瑾 《China Ocean Engineering》 SCIE EI 2012年第4期669-684,共16页
A three-dimensional coupled physical and water quality model was developed and applied to the Jiaozhou Bay to study water quality involving nutrients, biochemical oxygen demand, dissolved oxygen, and phytoplankton tha... A three-dimensional coupled physical and water quality model was developed and applied to the Jiaozhou Bay to study water quality involving nutrients, biochemical oxygen demand, dissolved oxygen, and phytoplankton that are closely related to eutrophication process. The physical model is a modified ECOM-si version with inclusion of flooding/draining processes over the intertidal zone. The water quality model is based on WASP5 which quantifies processes governing internal nutrients cycling, dissolved oxygen balance and phytoplankton growth. The model was used to simulate the spatial distribution and the temporal variation of water quality in the Jiaozhou Bay for the period of May 2005 to May 2006. In addition, the effect of reduction of riverine nutrients load was simulated and evaluated. The simulated results show that under the influence of nutrients discharged from river, the concentrations of nutrients and phytoplankton were higher in the northwest and northeast of the bay, and decreased from the inner bay to the outer. Affected by strong tidal mixing, the concentrations of all state variables were vertically homogeneous except in the deeper regions where a small gradient was found. Obvious seasonal variation of phytoplankton biomass was found, which exhibited two peaks in March and July, respectively. The variation of riverine waste loads had remarkable impact on nutrients concentration in coastal areas, but slightly altered the distribution in the center of the bay. 展开更多
关键词 water quality model EUTROPHICATION numerical simulation three-dimensional Jiaozhou Bay
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NUMERICAL SIMULATION OF SOUTH CHINA SEA MONSOON ONSET BASED ON GRAPES MODEL AND EXPERIMENTS ON INITIAL MODEL FIELDS 被引量:2
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作者 周慧 朱国强 +2 位作者 陈江民 丁小剑 黄赛群 《Journal of Tropical Meteorology》 SCIE 2010年第4期348-354,共7页
The Global and Regional Assimilation and Prediction System (GRAPES), a limited-area regional model, was used to simulate the onset of South China Sea summer monsoon. In view of the relatively insufficient information ... The Global and Regional Assimilation and Prediction System (GRAPES), a limited-area regional model, was used to simulate the onset of South China Sea summer monsoon. In view of the relatively insufficient information about the initial field in simulation predictions, the Advanced Microwave Sounding Unit-B (AMSU-B) data from a NOAA satellite were introduced to improve the initial values. By directly using the 3-dimensional variational data assimilation system of GRAPES, two schemes for assimilation tests were designed. In the design, Test 1 (T1) assimilates both sounding and AMSU-B data, and Test 2 (T2) assimilates only the conventional sounding data, before applying the model in simulation forecasts. Comparative experiments showed that the model was very sensitive to initial fields and successful in reproducing the monsoon onset, allocation of high- and low-level wind fields during the pentad of onset, and the northward advancement of the monsoon and monsoon rain bands. The scheme, however, simulated rainfall and the location of the subtropical high with deviations from observations. The simulated location of the subtropical high was more westward and northward and the simulated rainfall for the South China Sea was larger and covered a broader area. 展开更多
关键词 numerical simulation GRAPES model South China Sea summer monsoon ONSET three-dimensional variational assimilation
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基于SWMM和FVCOM模型的城市多级排水系统改造模拟研究 被引量:5
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作者 魏书仪 刘非 +2 位作者 袁绍春 陈垚 李陪然 《水利水电技术(中英文)》 北大核心 2024年第12期29-39,共11页
【目的】利用数值模型开展城市不同尺度的多级排水系统排水性能分析对于提升排水系统运行效率和降低城市内涝风险具有重要意义。【方法】以山西省孝义市古城规划区为研究区域,通过对历史涝点和现状排水系统调研分析,提出了基于“管—涵... 【目的】利用数值模型开展城市不同尺度的多级排水系统排水性能分析对于提升排水系统运行效率和降低城市内涝风险具有重要意义。【方法】以山西省孝义市古城规划区为研究区域,通过对历史涝点和现状排水系统调研分析,提出了基于“管—涵—河”的多级排水系统改造方案,采用开源模型SWMM和FVCOM进行一二维水文水动力耦合建模,模拟对比了改造前后研究区管网溢流和内涝积水情况,并对有客水入侵的极端工况进行了计算分析。【结果】结果表明:在现状情形下,即使降雨重现期为3 a或5 a一遇,古城规划区也会出现较严重的管网溢流;相比之下,改造后,30 a一遇降雨情景下,管网溢流节点数量降低了28%,最大积水深度较改造前降低了0.44 m,积水淹没范围显著减小。箱涵、护城河的运行状况良好,峰值流量均低于最大允许流量,楼东公园蓄洪池和城东蓄洪池均未出现超过水位和水量上限的情况。在客水工况下,古城核心区积水无明显增加。【结论】基于SWMM和FVCOM的耦合模型在城市多级排水系统建模评估中应用较好,“管—涵—河”工程改造是提高城市应对暴雨内涝灾害能力的一种有效手段。 展开更多
关键词 城市内涝 数值模拟 多级排水系统 SWMM模型 fvcom模型
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Optimal Evacuation Scheme Based on Dam-Break Flood Numerical Simulation 被引量:2
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作者 王晓玲 孙蕊蕊 +1 位作者 周正印 黄凌 《Transactions of Tianjin University》 EI CAS 2011年第6期424-430,共7页
The optimal evacuation scheme is studied based on the dam-break flood numerical simulation. A three- dimensional dam-break mathematical model combined with the volume of fluid (VOF) method is adopted. According to t... The optimal evacuation scheme is studied based on the dam-break flood numerical simulation. A three- dimensional dam-break mathematical model combined with the volume of fluid (VOF) method is adopted. According to the hydraulic information obtained from numerical simulation and selecting principles of evacuation emergency scheme, evacuation route analysis model is proposed, which consists of the road right model and random degree model. The road right model is used to calculate the consumption time in roads, and the random degree model is used to judge whether the roads are blocked. Then the shortest evacuation route is obtained based on Dijstra algorithm. Gongming Reservoir located in Shenzhen is taken as a case to study. The results show that industrial area I is flooded at 2 500 s, and after 5 500 s, most of industrial area II is submerged. The Hushan, Loucun Forest and Chaishan are not flooded around industrial area I and II. Based on the above analysis, the optimal evacuation scheme is determined. 展开更多
关键词 three-dimensional dam-break numerical model volume of fluid method evacuation route analysis model evacuation scheme
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3-D NUMERICAL SIMULATION OF FRACTURE PROCESSES IN HETEROGENEOUS BRITTLE MATERIALS
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作者 Chen Yongqiang Yao Zhenhan Zheng Xiaoping 《Acta Mechanica Solida Sinica》 SCIE EI 2002年第4期332-341,共10页
By using the lattice model combined with finite element methods andstatistical techniques, a numerical approach is developed to establish mechanical models ofthree-dimensional heterogeneous brittle materials. A specia... By using the lattice model combined with finite element methods andstatistical techniques, a numerical approach is developed to establish mechanical models ofthree-dimensional heterogeneous brittle materials. A special numerical code is introduced, in whicha lattice model and statistical approaches are used to simulate the initial heterogeneity ofmaterial properties. The size of displacement-load step is adap-tively determined so that only fewelements would fail in each load step. When the tensile principal strain in an element exceeds theultimate strain of this element, the element is considered broken and its Young's modulus is set tobe very low. Some important behaviors of heterogeneous brittle materials are indicated using thiscode. Load-displacement curves and figures of three-dimensional fracture patterns are alsonumerically obtained, which are similar to those observed in laboratory tests. 展开更多
关键词 heterogeneous materials brittle materials lattice model fractureprocess three-dimensional model numerical simulation statistical methods
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A FULLY ELLIPTIC CALCULATING PROCEDURE FOR THREE-DIMENSIONAL THERMAL POLLUTION
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作者 李嘉 赵文谦 罗麟 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 1992年第10期967-976,共10页
The use of the mathematical models so far for three-dimensional flow has some limitations because of their simplifications. Many characteristics of the flow field can not be predicted by these models. In this paper th... The use of the mathematical models so far for three-dimensional flow has some limitations because of their simplifications. Many characteristics of the flow field can not be predicted by these models. In this paper the three dimensional elliptic governing equations are solved by finite-volume methods; the buoyancy extensions of the widely tested k-?. model is adapted. The method is first applied to calculate the field of side discharge into open channel flow. The results are in good agreement with those of ref. [7]. Then it is further used to the intake discharge problem which is of a typical layout in cooling-water projects, and the calculated results, which predict in detail the charactreistics of flow field, are reasonable. 展开更多
关键词 TURBULENCE thermal pollution ELLIPTIC three-dimensional numerical model
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Implementation of a particle-in-cell method for the energy solver in 3D spherical geodynamic modeling
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作者 Hao Dong ZeBin Cao +4 位作者 LiJun Liu YanChong Li SanZhong Li LiMing Dai XinYu Li 《Earth and Planetary Physics》 EI CAS CSCD 2024年第3期549-563,共15页
The thermal evolution of the Earth’s interior and its dynamic effects are the focus of Earth sciences.However,the commonly adopted grid-based temperature solver is usually prone to numerical oscillations,especially i... The thermal evolution of the Earth’s interior and its dynamic effects are the focus of Earth sciences.However,the commonly adopted grid-based temperature solver is usually prone to numerical oscillations,especially in the presence of sharp thermal gradients,such as when modeling subducting slabs and rising plumes.This phenomenon prohibits the correct representation of thermal evolution and may cause incorrect implications of geodynamic processes.After examining several approaches for removing these numerical oscillations,we show that the Lagrangian method provides an ideal way to solve this problem.In this study,we propose a particle-in-cell method as a strategy for improving the solution to the energy equation and demonstrate its effectiveness in both one-dimensional and three-dimensional thermal problems,as well as in a global spherical simulation with data assimilation.We have implemented this method in the open-source finite-element code CitcomS,which features a spherical coordinate system,distributed memory parallel computing,and data assimilation algorithms. 展开更多
关键词 numerical oscillation overshooting and undershooting particle-in-cell method three-dimensional spherical geodynamic modeling energy solver finite element method
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THREE-DIMENSIONAL NUMERICAL MODELLING OF SUBMERGED DIKE ALIGNMENT IN CURVED ESTUARINE CHANNEL 被引量:4
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作者 ZHENG Jin-hai LIU Ying-qi YAN Yi-xin ZHU Yu-liang 《Journal of Hydrodynamics》 SCIE EI CSCD 2005年第5期601-606,共6页
Submerged dikes were frequently built in curved estuarine channels to improve navigational conditions. A three-dimensional numerical model of tidal motions was developed to simulate flows through the submerged dike al... Submerged dikes were frequently built in curved estuarine channels to improve navigational conditions. A three-dimensional numerical model of tidal motions was developed to simulate flows through the submerged dike alignment in curved estuarine reach of complex bathymetry on the basis of satisfactory calibrations. Through the analysis of the morphological characteristics of the curved channel of the Huangpu River mouth in the Yangtze River Delta, a submerged dike alignment project was examined. The effect of the navigation channel improvement project and its influence on the flow regimes, the navigational conditions, the flood control and the operating conditions of harbours within the adjacent water area were evaluated, and the technical feasibility of the navigation channel improvement scheme was demonstrated. 展开更多
关键词 submerged dike alignment three-dimensional numerical model curved estuarine channel morphological analysis
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EVALUATION OF THREE-DIMENSIONAL NUMERICAL MODEL FOR SALINE INTRUSION AND PURGING IN SEWAGE OUTFALLS 被引量:2
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作者 WU Wei YAN Zhong-min 《Journal of Hydrodynamics》 SCIE EI CSCD 2007年第1期48-53,共6页
Saline intrusion into sewage outfalls will greatly decrease the efficiency of the structures. The numerical model for this flow has been limited to one- and two-dimensional ones. In this article, a three-dimensional n... Saline intrusion into sewage outfalls will greatly decrease the efficiency of the structures. The numerical model for this flow has been limited to one- and two-dimensional ones. In this article, a three-dimensional numerical model for saline intrusion and purging in sewage outfalls was developed. The flow was modeled in three dimensions under turbulent conditions with the RNG k-ε turbulence model. The numerical results provided quantitative evidence of the fundamental flow mechanisms that took place during saline intrusion and purging. The comparisons of the results with that of two-dimensional model and that of experiments indicate that the three-dimensional numerical model developed in this article is more effective in predicting the internal flow in outfalls. 展开更多
关键词 saline intrusion sea ouffalls numericalsimulation three-dimensional numerical model
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THREE-DIMENSIONAL ELASTIC ATMOSPHERIC NUMERICAL MODEL AND THE SIMULATION OF A SEVERE STORM CASE 被引量:2
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作者 王谦 胡志晋 《Acta meteorologica Sinica》 SCIE 1991年第1期51-61,共11页
A three-dimensional meso-γ,scale elastic atmospheric numerical model has been established and used to simulate a severe storm case.The important characteristics of the modeled storm are close to those of the observed... A three-dimensional meso-γ,scale elastic atmospheric numerical model has been established and used to simulate a severe storm case.The important characteristics of the modeled storm are close to those of the observed case. 展开更多
关键词 numerical simulation severe storm three-dimensional meso-γ scale elastic atmospheric model
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基于FVCOM模式钱塘江河口涌潮三维数值模拟研究 被引量:17
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作者 谢东风 潘存鸿 吴修广 《海洋工程》 CSCD 北大核心 2011年第1期47-52,共6页
应用FVCOM模型进行钱塘江涌潮的二维和三维数值模拟,并使用2007年10月大潮期间的现场观测结果进行模型验证。结果表明,平面二维模拟结果与实测值吻合较好,与基于Godunov算法求解钱塘江涌潮二维特征的结果基本一致。三维计算结果再现了... 应用FVCOM模型进行钱塘江涌潮的二维和三维数值模拟,并使用2007年10月大潮期间的现场观测结果进行模型验证。结果表明,平面二维模拟结果与实测值吻合较好,与基于Godunov算法求解钱塘江涌潮二维特征的结果基本一致。三维计算结果再现了流速在垂向上的差异,以及在落潮转向涨潮时刻,涨潮先从底部开始,垂向上从底层向表层逐步从落潮流转为涨潮流。敏感性分析显示模型网格大小和曼宁系数的选取对模拟结果有较大的影响。 展开更多
关键词 钱塘江 涌潮 数值模拟 fvcom
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基于FVCOM的渤海潮波数值模拟 被引量:7
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作者 尼建军 王新怡 +2 位作者 张凤烨 王永刚 连展 《海洋科学》 CAS CSCD 北大核心 2013年第2期89-94,共6页
基于有限体积法海洋数值模型(FVCOM),对渤海当前水深岸线状况下的潮汐潮流进行了数值计算。模式采用不规则三角形网格,较好地提高了黄河口处网格分辨率,模拟了渤海海域K1,O1,M2和S2四个主要分潮。利用渤海沿岸19个验潮站的资料对模拟结... 基于有限体积法海洋数值模型(FVCOM),对渤海当前水深岸线状况下的潮汐潮流进行了数值计算。模式采用不规则三角形网格,较好地提高了黄河口处网格分辨率,模拟了渤海海域K1,O1,M2和S2四个主要分潮。利用渤海沿岸19个验潮站的资料对模拟结果进行了验证,K1分潮振幅绝均差2.39 cm,迟角绝均差4.36°,O1分潮振幅绝均差1.40 cm,迟角绝均差4.29°,M2分潮振幅绝均差为3.55 cm,迟角绝均差为5.69°,S2分潮振幅绝均差1.72 cm,迟角绝均差8.86°,结果显示各分潮模拟结果合理,较真实地反映了渤海海域四个分潮传播情况。 展开更多
关键词 有限体积法海洋数值模型(fvcom) 渤海 潮汐
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