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Three-dimensional simulation of sintering crunodes of metal powders or fibers by level set method 被引量:1
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作者 谌东东 郑洲顺 +2 位作者 王建忠 汤慧萍 曲选辉 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第7期2446-2455,共10页
The difference of sintering crunodes of metal powders and fibers is discussed. The mathematical model of the surface diffusion described by the difference in mean curvature is defined as a Hamilton-Jacobi-type equatio... The difference of sintering crunodes of metal powders and fibers is discussed. The mathematical model of the surface diffusion described by the difference in mean curvature is defined as a Hamilton-Jacobi-type equation, and the model is numerically solved by the level set method. The three-dimensional numerical simulations of two metal powders and fibers(the fiber angle is 0° or 90°) are implemented by this mathematical model, respectively. The numerical simulation results accord with the experimental ones. The sintering neck growth trends of metal powders and metal fibers are similar. The sintering neck radius of metal fibers is larger than that of metal powders. The difference of the neck radius is caused by the difference of geometric structure which makes an important influence on the curvature affecting the migration rate of atoms. 展开更多
关键词 metal fiber metal powder sintering crunodes mean curvature three-dimensional simulation
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IF signals simulation of three-dimensional radar
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作者 Zhang Wei Wang Xuegang Zhu Zhaoda 《Journal of Systems Engineering and Electronics》 SCIE EI CSCD 2008年第3期486-492,共7页
Based on the analysis of the principles of frequency-phase scanning 3-D (three-dimensional) radar and the scattering mechanism of 3-D radar, the target and clutter IF (intermediate frequency) signals model of freq... Based on the analysis of the principles of frequency-phase scanning 3-D (three-dimensional) radar and the scattering mechanism of 3-D radar, the target and clutter IF (intermediate frequency) signals model of frequencyphase scanning 3-D radar is presented. The IF signals model of different channels of 3-D radar is presented in one simple formula in which complex waveform effects are considered. The simulation results obtained during tests are also provided in the end. 展开更多
关键词 simulation three-dimensional radar IF signal frequency-phase scanning.
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A simulation model for estimating train and passenger delays in large-scale rail transit networks 被引量:5
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作者 江志彬 李锋 +1 位作者 徐瑞华 高鹏 《Journal of Central South University》 SCIE EI CAS 2012年第12期3603-3613,共11页
A simulation model was proposed to investigate the relationship between train delays and passenger delays and to predict the dynamic passenger distribution in a large-scale rail transit network. It was assumed that th... A simulation model was proposed to investigate the relationship between train delays and passenger delays and to predict the dynamic passenger distribution in a large-scale rail transit network. It was assumed that the time varying original-destination demand and passenger path choice probability were given. Passengers were assumed not to change their destinations and travel paths after delay occurs. CapaciW constraints of train and queue rules of alighting and boarding were taken into account. By using the time-driven simulation, the states of passengers, trains and other facilities in the network were updated every time step. The proposed methodology was also tested in a real network, for demonstration. The results reveal that short train delay does not necessarily result in passenger delays, while, on the contrary, some passengers may get benefits from the short delay. However, large initial train delay may result in not only knock-on train and passenger delays along the same line, but also the passenger delays across the entire rail transit network. 展开更多
关键词 delay simulation passenger delay train delay rail transit network TIMETABLE
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Design for the simulation of space based information network 被引量:1
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作者 Zeng Bin Li Zitang Wang Wei 《Journal of Systems Engineering and Electronics》 SCIE EI CSCD 2006年第2期443-449,共7页
Ongoing research is described that is focused upon modelling the space base information network and simulating its behaviours: simulation of spaced based communications and networking project. Its objective is to dem... Ongoing research is described that is focused upon modelling the space base information network and simulating its behaviours: simulation of spaced based communications and networking project. Its objective is to demonstrate the feasibility of producing a tool that can provide a performance evaluation of various eonstellation access techniques and routing policies. The architecture and design of the simulation system are explored. The algorithm of data routing and instrument scheduling in this project is described. Besides these, the key methodologies of simulating the inter-satellite link features in the data transmissions are also discussed. The performance of both instrument scheduling algorithm and routing schemes is evaluated and analyzed through extensive simulations under a typical scenario. 展开更多
关键词 space based information network network simulation inter-satellite link routing scheduling simulation
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3-D fracture network dynamic simulation based on error analysis in rock mass of dam foundation 被引量:5
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作者 ZHONG Deng-hua WU Han +2 位作者 WU Bin-ping ZHANG Yi-chi YUE Pan 《Journal of Central South University》 SCIE EI CAS CSCD 2018年第4期919-935,共17页
Accurate 3-D fracture network model for rock mass in dam foundation is of vital importance for stability,grouting and seepage analysis of dam foundation.With the aim of reducing deviation between fracture network mode... Accurate 3-D fracture network model for rock mass in dam foundation is of vital importance for stability,grouting and seepage analysis of dam foundation.With the aim of reducing deviation between fracture network model and measured data,a 3-D fracture network dynamic modeling method based on error analysis was proposed.Firstly,errors of four fracture volume density estimation methods(proposed by ODA,KULATILAKE,MAULDON,and SONG)and that of four fracture size estimation methods(proposed by EINSTEIN,SONG and TONON)were respectively compared,and the optimal methods were determined.Additionally,error index representing the deviation between fracture network model and measured data was established with integrated use of fractal dimension and relative absolute error(RAE).On this basis,the downhill simplex method was used to build the dynamic modeling method,which takes the minimum of error index as objective function and dynamically adjusts the fracture density and size parameters to correct the error index.Finally,the 3-D fracture network model could be obtained which meets the requirements.The proposed method was applied for 3-D fractures simulation in Miao Wei hydropower project in China for feasibility verification and the error index reduced from 2.618 to 0.337. 展开更多
关键词 rock mass of dam foundation 3-D fracture network dynamic simulation fractal dimension error analysis relative absolute error(RAE) downhill simplex method
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State simulation of water distribution networks based on DFP algorithm
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作者 张卉 黄廷林 何文杰 《Journal of Central South University》 SCIE EI CAS 2009年第S1期298-303,共6页
The improved weighted-least-square model was used for state simulation of water distribution networks. And DFP algorithm was applied to get the model solution. In order to fit DFP algorithm,the initial model was trans... The improved weighted-least-square model was used for state simulation of water distribution networks. And DFP algorithm was applied to get the model solution. In order to fit DFP algorithm,the initial model was transformed into a non-constrained optimization problem using mass conservation. Then,through one dimensional optimization and scale matrix establishment,the feasible direction of iteration was obtained,and the values of state variables could be calculated. After several iterations,the optimal estimates of state variables were worked out and state simulation of water distribution networks was achieved as a result. A program of DFP algorithm is developed with Delphi 7 for verification. By running on a designed network,which is composed of 55 nodes,94 pipes and 40 loops,it is proved that DFP algorithm can quickly get the convergence. After 36 iterations,the root mean square of all nodal head errors is reduced by 90.84% from 5.57 to 0.51 m,and the maximum error is only 1.30 m. Compared to Marquardt algorithm,the procedure of DFP algorithm is more stable,and the initial values have less influences on calculation accuracy. Therefore,DFP algorithm can be used for real-time simulation of water distribution networks. 展开更多
关键词 water DISTRIBUTION network STATE simulation STATE ESTIMATION DFP algorithm
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Design and simulation of a Torus topology for network on chip
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作者 Wu Chang Li Yubai Chai Song 《Journal of Systems Engineering and Electronics》 SCIE EI CSCD 2008年第4期694-701,共8页
Aiming at the applications of NOC (network on chip) technology in rising scale and complexity on chip systems, a Torus structure and corresponding route algorithm for NOC is proposed. This Torus structure improves t... Aiming at the applications of NOC (network on chip) technology in rising scale and complexity on chip systems, a Torus structure and corresponding route algorithm for NOC is proposed. This Torus structure improves traditional Torus topology and redefines the denotations of the routers. Through redefining the router denotations and changing the original router locations, the Torus structure for NOC application is reconstructed. On the basis of this structure, a dead-lock and live-lock free route algorithm is designed according to dimension increase. System C is used to implement this structure and the route algorithm is simulated. In the four different traffic patterns, average, hotspot 13%, hotspot 67% and transpose, the average delay and normalization throughput of this Torus structure are evaluated. Then, the performance of delay and throughput between this Torus and Mesh structure is compared. The results indicate that this Torus structure is more suitable for NOC applications. 展开更多
关键词 network on chip TORUS ROUTE System C simulation
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A Feasible Partial Train Traffic Simulation Using Diagram Expressed in Network
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作者 Cheng Yu (Railway Technical Research Institute Kokubunji-she Tokyo 185, Japan ) 《Journal of Systems Engineering and Electronics》 SCIE EI CSCD 1994年第3期57-63,共7页
Simulating large-scale and complex systems is commonly considered a difficult and time-consuming task. In this paper, we propose a partial simulation way to speed up the simulation with real time demands. It is based ... Simulating large-scale and complex systems is commonly considered a difficult and time-consuming task. In this paper, we propose a partial simulation way to speed up the simulation with real time demands. It is based on the idea that a train traffic diagram is expressed in a network, and through calculating the maximal long path in the network the simulation is done, but only within a particular partial area.Upon this, we let it become a problem oriented simulation. The simulation could be started at any time,from any trains or at any stations and stopped as the same way according to the problem to be concerned.We can use this kind of simulation to analyse or confirm the correctness of traffic schedule at a high speed to meet the real time demands. 展开更多
关键词 Train traffic simulation Traffic schedule network
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Simsync: A Time Synchronization Simulator for Sensor Networks 被引量:8
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作者 XU Chao-Nong ZHAO Lei +1 位作者 XU Yong-Jun LI Xiao-Wei 《自动化学报》 EI CSCD 北大核心 2006年第6期1008-1014,共7页
Time synchronization is a critical middleware service of wireless sensor networks. Researchers have already proposed some time synchronization algorithms. However, due to the demands for various synchronization precis... Time synchronization is a critical middleware service of wireless sensor networks. Researchers have already proposed some time synchronization algorithms. However, due to the demands for various synchronization precision, existing time synchronization algorithms often need to be adapted. So it is necessary to evaluate these adapted algorithms before use. Software simulation is a valid and quick way to do it. In this paper, we present a time synchronization simulator, Simsync, for wireless sensor networks. We decompose the packet delay into 6 delay components and model them separately. The frequency of crystal oscillator is modeled as Gaussian. To testify its effectiveness, we simulate the reference broadcast synchronization algorithm (RBS) and the timing-sync synchronization algorithm (TPSN) on Simsync. Simulated results are also presented and analyzed. 展开更多
关键词 Time synchronization sensor networks simulATOR
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Probabilistic seismic stability of three-dimensional slopes by pseudo-dynamic approach 被引量:10
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作者 PAN Qiu-jing QU Xing-ru WANG Xiang 《Journal of Central South University》 SCIE EI CAS CSCD 2019年第7期1687-1695,共9页
Probabilistic analysis is a rational approach for engineering design because it provides more insight than traditional deterministic analysis. Probabilistic evaluation on seismic stability of three dimensional (3D) sl... Probabilistic analysis is a rational approach for engineering design because it provides more insight than traditional deterministic analysis. Probabilistic evaluation on seismic stability of three dimensional (3D) slopes is studied in this paper. The slope safety factor is computed by combining the kinematic approach of limit analysis using a three-dimensional rotational failure mechanism with the pseudo-dynamic approach. The variability of input parameters, including six pseudo-dynamic parameters and two soil shear strength parameters, are taken into account by means of Monte-Carlo Simulations (MCS) method. The influences of pseudo-dynamic input variables on the computed failure probabilities are investigated and discussed. It is shown that the obtained failure probabilities increase with the pseudo-dynamic input variables and the pseudo-dynamic approach gives more conservative failure probability estimates compared with the pseudo-static approach. 展开更多
关键词 seismic slope stability pseudo-dynamic analysis probabilistic analysis Monte-Carlo simulation failure probability three-dimensional slop
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Three-dimensional finite element analysis on effects of tunnel construction on nearby pile foundation 被引量:6
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作者 杨敏 孙庆 +1 位作者 李卫超 马亢 《Journal of Central South University》 SCIE EI CAS 2011年第3期909-916,共8页
A three-dimensional finite element simulation was carried out to investigate the effects of tunnel construction on nearby pile foundation.The displacement controlled model (DCM) was used to simulate the tunneling-indu... A three-dimensional finite element simulation was carried out to investigate the effects of tunnel construction on nearby pile foundation.The displacement controlled model (DCM) was used to simulate the tunneling-induced volume loss effects.The numerical model was verified based on the results of a centrifuge test and a set of parametric studies was implemented based on this model.There is good agreement between the trend of the results of the centrifuge test and the present model.The results of parametric studies show that the tunnelling-induced pile internal force and deformation depend mainly on the pile?tunnel distance,the pile length to tunnel depth ratio and the volume loss.Two different zones are separated by a 45° line projected from the tunnel springline.Within the zone of influence,the pile is subjected to tensile force and large settlement;whereas outside the zone of influence,dragload and small settlement are induced.It is also established that the impact of tunnelling on a pile group is substantially smaller as compared with a single pile in the same location with the rear pile in a group,demonstrating a positive pile group effect. 展开更多
关键词 finite element analysis TUNNELLING pile foundation three-dimensional simulation displacement controlled model
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Pre-reinforcement grout in fractured rock masses and numerical simulation for optimizing shrinkage stoping configuration 被引量:6
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作者 YU Shao-feng WU Ai-xiang +1 位作者 WANG Yi-ming LI Tao 《Journal of Central South University》 SCIE EI CAS CSCD 2017年第12期2924-2931,共8页
Proper room and pillar sizes are both critical factors for safe mining and high ore recovery rate in shrinkage stoping mining of underground metal mines.The rock masses of Tangdan copper mine of China are fractured,wh... Proper room and pillar sizes are both critical factors for safe mining and high ore recovery rate in shrinkage stoping mining of underground metal mines.The rock masses of Tangdan copper mine of China are fractured,which needs much reinforcement and support prior to mining.Cement-sodium silicate grout technology was selected,then its related parameters such as grout pressure,diffusion radius and time were calculated and proposed.In order to test the effect of the pressured grout in the fractured No.4 ore block,field experiments were conducted.To optimize stoping configuration,three-dimensional numerical simulation with ANSYS and FLAC 3 D softwares was proposed.The results show that the drilling porosity and mechanical properties of the rock masses are increased obviously.After grout,ore recovery rate is increased by 10.2%employing the newly designed stoping configuration compared with the previous.Last,analyzed from the surface movements,roof subsidence and the maximum principal stress of the pillars,the mining safety is probable of being ensured. 展开更多
关键词 shrinkage stoping mining cement-sodium silicate grout effect of pressured grout stoping configuration three-dimensional numerical simulation
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Micromechanical modeling of asphalt concrete fracture using a user-defined three-dimensional discrete element method 被引量:4
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作者 陈俊 汪林兵 黄晓明 《Journal of Central South University》 SCIE EI CAS 2012年第12期3595-3602,共8页
A user-defined micromechanical model was developed to investigate the fracture mechanism of asphalt concrete (AC) using the discrete element method (DEM). A three-dimensional (3D) AC beam was built using the "F... A user-defined micromechanical model was developed to investigate the fracture mechanism of asphalt concrete (AC) using the discrete element method (DEM). A three-dimensional (3D) AC beam was built using the "Fish" language provided by PFC3D and was employed to simulate the three-point bending beam test at two temperature levels: -10 ℃ and 15℃. The AC beam was modeled with the consideration of the microstructural features of asphalt mixtures. Uniaxial complex modulus test and indirect tensile strength test were conducted to obtain material input parameters for numerical modeling. The 3D predictions were validated using laboratory experimental measurements of AC beams prepared by the same mixture design. Effects of mastic stiffness, cohesive and adhesive strength on AC fracture behavior were investigated using the DEM model. The results show that the 3D DEM fracture model can accurately predict the fracture patterns of asphalt concrete. The ratio of stress at interfaces to the stress in mastics increases as the mastic stiffness decreases; however, the increase in the cohesive strength or adhesive strength shows no significant influence on the tensile strength. 展开更多
关键词 asphalt concrete fracture behavior MICROMECHANICS discrete element method three-dimensional simulation
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Applications of Wavelets in 3-D Audio Simulation
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作者 Zhu, Xiaoguang Hong, Bingrong Wang, Dongmu 《Journal of Systems Engineering and Electronics》 SCIE EI CSCD 2000年第3期74-81,共8页
Wavelet has been used as a powerful tool in the signal processing and function approximation recently. This paper presents the application of wavelets for solving two key problems in 3-D audio simulation. First, we em... Wavelet has been used as a powerful tool in the signal processing and function approximation recently. This paper presents the application of wavelets for solving two key problems in 3-D audio simulation. First, we employ discrete wavelet transform (DWT) combined with vector quantization (VQ) to compress audio data in order to reduce tremendous redundant data storage and transmission times. Secondly, we use wavelets as the activation functions in neural networks called feed-forward wavelet networks to approach auditory localization information cues (head-related transfer functions (HRTFs) are used here). The experimental results demonstrate that the application of wavelets is more efficient and useful in 3-D audio simulation. 展开更多
关键词 Approximation theory Computer simulation Data structures Feedforward neural networks Wavelet transforms
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Haptic Modeling and Rendering Based on Neurofuzzy Rules for Surgical Cutting Simulation
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作者 SONG Wei-Guo YUAN Kui FU Yu-Jin 《自动化学报》 EI CSCD 北大核心 2006年第2期193-199,共7页
This paper combines image processing with 3D magnetic tracking method to develop a scalpel for haptic simulation in surgical cutting. First, a cutting parameter acquisition setup is presented and the performance is va... This paper combines image processing with 3D magnetic tracking method to develop a scalpel for haptic simulation in surgical cutting. First, a cutting parameter acquisition setup is presented and the performance is validated from soft tissue cutting. Then, based on the acquired input-output data pairs, a method for fuzzy system modeling is presented, that is, after partitioning each input space equally and giving the premises and the total number of fuzzy rules, the consequent parameters and the fuzzy membership functions (MF) of the input variables are learned and optimized via a neurofuzzy modeling technique. Finally, a haptic scalpel implemented with the established cutting model is described. Preliminary results show the feasibility of the haptic display system for real-time interaction. 展开更多
关键词 图象处理 模糊神经网络 切割模拟 触觉显示
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水平井网地浸采铀溶浸范围井储耦合和粒子示踪模拟 被引量:1
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作者 杨蕴 左海啸 +5 位作者 李召坤 张宇 常勇 祝晓彬 吴剑锋 吴吉春 《同济大学学报(自然科学版)》 北大核心 2025年第3期503-512,共10页
为探索水平井技术在我国砂岩型铀矿地浸采铀领域的可行性,解析水平井网地浸采铀水动力过程和定量刻画溶浸范围是科学评判的基础和前提。水平井网地浸模式下地下水动力过程涉及井筒流与储层达西流的耦合(井储耦合),通过研发井储耦合数值... 为探索水平井技术在我国砂岩型铀矿地浸采铀领域的可行性,解析水平井网地浸采铀水动力过程和定量刻画溶浸范围是科学评判的基础和前提。水平井网地浸模式下地下水动力过程涉及井筒流与储层达西流的耦合(井储耦合),通过研发井储耦合数值模拟技术,构建水平井网地浸采铀地下水动力学模型,开发基于MODPATH粒子示踪模拟和Alpha-shape算法的溶浸范围自动提取技术,基于理想模型和实际场地模型的应用验证,实现地浸开采过程中溶浸液流动状态和溶浸范围的模拟刻画。研究结果表明:相比于传统的MODFLOW模型,井储耦合模型可刻画水平井注液过程中井储交互流量及变化,且交互流量值与储层渗透系数K值变化呈正相关;在井储耦合渗流模拟的基础上,可自动提取模拟时段内被抽液井有效捕捉的粒子迹线所包络的范围,识别抽液井不同捕获流量贡献率对应的溶浸范围,95%流量贡献率对应的溶浸范围为100%流量贡献率对应范围体积的40%,表明溶浸液从水平井注入储层至浸出液被竖井抽出,地浸开采前期流量交互主要集中于溶浸范围内部,而外部迹线的流速低,对抽液流量的贡献率低且浸出率低。 展开更多
关键词 地浸采铀 水平井网 水动力 溶浸范围 数值模拟
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基于机器学习的酸性气藏地下储气库硫化氢含量预测方法 被引量:1
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作者 冯国庆 杜勤锟 +3 位作者 周道勇 蔡家兰 程希 莫海帅 《天然气工业》 北大核心 2025年第2期159-169,共11页
地下储气库(以下简称储气库)中含有硫化氢等有害气体,不仅影响储气库的安全运行,还直接对环境造成严重污染,准确预测储气库采出气组分中H2S的含量具有重要意义。目前,常采用油藏数值模拟的组分模型来预测H2S含量,但其计算过程复杂且耗... 地下储气库(以下简称储气库)中含有硫化氢等有害气体,不仅影响储气库的安全运行,还直接对环境造成严重污染,准确预测储气库采出气组分中H2S的含量具有重要意义。目前,常采用油藏数值模拟的组分模型来预测H2S含量,但其计算过程复杂且耗时较长,不能方便快捷地用于储气库单井H2S的含量预测。为此,以HCX储气库为研究对象,在建立储气库的机理模型并开展数值模拟的基础上,以机理模型计算的储气库多周期H2S预测结果为样本集,应用多输出支持向量回归(MSVR)、长短期记忆网络(LSTM)、人工神经网络(ANN)3种机器学习算法建立了硫化氢含量的智能代理模型,并对3种模型预测精度进行对比分析。研究结果表明:①长短期记忆网络模型具有适中的训练时间、较好的预测精度,可将该模型作为HCX储气库的H2S预测智能代理模型;②进一步对LSTM模型的训练数据和过渡拟合问题进行优化,确定最佳训练数集1500组,最佳丢弃率为0.2,隐含层设置范围可控制在层数1~2层,节点数30~60个;③经HCX储气库的实例应用表明,建立的LSTM智能代理模型能够准确预测储气库采出气中H2S的含量。结论认为,经过优化的LSTM算法智能代理模型具有较好的外推性,该研究成果可为含H2S储气库的建设和安全高效运行提供技术支持。 展开更多
关键词 含硫储气库 数值模拟 组分模拟 硫化氢含量预测 机器学习 长短期记忆网络模型 机器学习模型优化
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基于虚拟仿真技术的计算机网络技术专业教学研究 被引量:4
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作者 张建珍 李晋超 《教育理论与实践》 北大核心 2025年第9期56-59,共4页
计算机网络技术专业要求学生不仅掌握扎实的理论知识,还需具备实践能力和良好的职业素养。虚拟仿真技术因其逼真的模拟特性、交互式的教学体验和不受物理空间限制的特点,为职业教育提供了全新的教学方向。要应用虚拟仿真技术突破计算机... 计算机网络技术专业要求学生不仅掌握扎实的理论知识,还需具备实践能力和良好的职业素养。虚拟仿真技术因其逼真的模拟特性、交互式的教学体验和不受物理空间限制的特点,为职业教育提供了全新的教学方向。要应用虚拟仿真技术突破计算机网络技术专业教学目标,使其知识目标情景化、能力目标实践化、素养目标项目化。要应用虚拟仿真技术拓展计算机网络专业教学内容,将岗位需求、技能竞赛和职业认证融入教学内容。要应用虚拟仿真技术创新计算机网络技术专业教学方法,通过沉浸式教学法提升学生学习体验、项目式教学法增强学生实践能力、闯关式教学法激发学生学习兴趣。要应用虚拟仿真技术优化计算机网络技术专业教学评价,提升企业导师教学评价占比、细化校内导师教学评价粒度。 展开更多
关键词 虚拟仿真技术 计算机网络技术专业 教学目标 岗位需求 技能竞赛 职业认证 企业导师评价 校内导师评价
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知识数据双驱动的感潮河网水动力智能模拟方法
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作者 袁赛瑜 陈逸鸿 +2 位作者 罗霄 张汇明 唐洪武 《水科学进展》 北大核心 2025年第1期28-38,共11页
感潮河网地区大量水闸、泵站智慧高效的联合调度是实现河网活水提质的重要保障,但以往的智能模拟方法缺乏物理可解释性,难以准确描述感潮河网复杂的水动力过程。本文提出了一种知识数据双驱动的感潮河网水动力智能模拟方法,应用于概化... 感潮河网地区大量水闸、泵站智慧高效的联合调度是实现河网活水提质的重要保障,但以往的智能模拟方法缺乏物理可解释性,难以准确描述感潮河网复杂的水动力过程。本文提出了一种知识数据双驱动的感潮河网水动力智能模拟方法,应用于概化感潮河网和上海蕰南片感潮河网的水动力模拟。结果表明:以人工神经网络为主干、以河网水流控制方程作为物理约束,构建包含控制方程残差的人工神经网络损失函数,不断迭代优化神经网络权重集直至损失函数满足要求,从而实现同时具备物理可解释性和高效计算效率的感潮河网水动力智能模拟;该方法区别于传统人工神经网络,表现在所需的训练数据大幅度减少,还可以得到没有训练数据断面的水动力过程;该方法具有良好的模拟精度、计算效率以及鲁棒性。 展开更多
关键词 水动力模拟 感潮河网 智能模拟 知识驱动 数据驱动
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基于波动方程的地震波数值模拟研究综述 被引量:1
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作者 李航 孙宇航 +2 位作者 李佳慧 李学贵 董宏丽 《吉林大学学报(地球科学版)》 北大核心 2025年第2期627-645,共19页
地震波场数值模拟在地震勘探、地震资料处理和地球构造研究等方面发挥着重要的作用。波动方程数值模拟方法充分考虑了地震波传播的动力学特征和几何学特征,可以为地震波传播机理的研究和复杂地层的解释提供强有力的理论支持,是目前应用... 地震波场数值模拟在地震勘探、地震资料处理和地球构造研究等方面发挥着重要的作用。波动方程数值模拟方法充分考虑了地震波传播的动力学特征和几何学特征,可以为地震波传播机理的研究和复杂地层的解释提供强有力的理论支持,是目前应用较为广泛的地震波场数值模拟方法之一。本文调研了五种基于波动方程的数值模拟方法:有限差分法易于理解,但数值频散问题明显;伪谱法精度高,但计算效率低;有限元法适用于复杂模型,但计算资源消耗大;谱元法适合高精度问题,但对计算内存需求较高;基于物理信息神经网络的深度学习法具有较强的适应性,但训练成本较高。并分别叙述了这五种数值模拟方法的理论基础、适用条件和最新进展。未来,地震波场数值模拟方法应结合深度学习等最新技术,优化边界条件模拟真实的边界反射情况,提高模拟的精度和效率。 展开更多
关键词 波场模拟 有限差分法 伪谱法 有限元法 谱元法 物理信息神经网络
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