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Hydrodynamic Response of A Fully Coupled TLP Hull-TTR System with Detailed Modeling of A Hydraulic Pneumatic Tensioner and Riser Joints
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作者 HAO Shuai YU Yang +2 位作者 YU Jian-xing YUAN Zhi-ming XU Li-xin 《China Ocean Engineering》 SCIE EI CSCD 2022年第3期451-463,共13页
Tension Leg Platform(TLP)in deepwater oil and gas field development usually consists of a hull,tendons,and top tension risers(TTRs).To maintain its top tension,each TTR is connected with a tensioner system to the hull... Tension Leg Platform(TLP)in deepwater oil and gas field development usually consists of a hull,tendons,and top tension risers(TTRs).To maintain its top tension,each TTR is connected with a tensioner system to the hull.Owing to the complicated configuration of the tensioners,the hull and TTRs form a strong coupled system.Traditionally,some simplified tensioner models are applied to analyze the TLP structures.There is a large discrepancy between their analysis results and the actual mechanism behaviors of a tensioner.It is very necessary to develop a more detailed tensioner model to consider the coupling effects between TLP and TTRs.In the present study,a fully coupled TLP hull-TTR system for hydrodynamic numerical simulation is established.A specific hydraulic pneumatic tensioner is modeled by considering 4 cylinders.The production TTR model is stacked up by specific riser joints.The simulation is also extended to analyze an array of TTRs.Different regular and irregular waves are considered.The behaviors of different cylinders are presented.The results show that it is important to consider the specific configurations of the tensioner and TTRs,which may lead to obviously different response behaviors,compared with those from a simplified model. 展开更多
关键词 top tension riser(TTR) fully coupled hull-tendon-TTR-tensioner model hydraulic pneumatic tensioner hydrodynamic response 3D potential flow theory
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Flood modeling in the Ba River basin using a coupled hydrodynamic model—MIKE FLOOD
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作者 Luc Anh Tuan Can Thu Van +4 位作者 Doan Van Binh Sameh AKantoush Tetsuya Sumi Le Van Quyen Ta Thi Huong 《River》 2024年第2期199-207,共9页
The problem of flooding in Central Vietnam in general and the lower Ba River in particular is one of the natural disasters that frequently threatens people's lives and socioeconomic development in the region.Espec... The problem of flooding in Central Vietnam in general and the lower Ba River in particular is one of the natural disasters that frequently threatens people's lives and socioeconomic development in the region.Especially,climate change is becoming ever more prominent and hotter,making extreme natural disasters more unusual and unpredictable.In this research,MIKE-FLOOD—a model that connects a 1-dimensional(1-D)MIKE 11 Hydrodynamics(HD)model with a 2-dimensional(2-D)MIKE 21 HD model—was used to set up.The model was calculated for three floods:(1)flood in October 1993,(2)flood in November 2003,and(3)flood in November 2007;these are floods with high frequency and relatively large magnitude.The results show that the 1993 flood rose and receded quickly.The flood peak inundated an area of 22,600 ha,accounting for 52%of the natural area.The flooded areas deeper than 1,2,3,4,and 5m were 16500,11,000,7000,4200,and 2200 ha,respectively.In the center of Tuy Hoa city,the flooded area at the time of maximum water level was almost 100%. 展开更多
关键词 Ba River basin coupled hydrodynamic model FLOODING MikeFlood model
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Numerical Analysis of a Floating Offshore Wind Turbine by Coupled Aero-Hydrodynamic Simulation 被引量:8
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作者 Yang Huang Ping Cheng Decheng Wan 《Journal of Marine Science and Application》 CSCD 2019年第1期82-92,共11页
The exploration for renewable and clean energies has become crucial due to environmental issues such as global warming and the energy crisis. In recent years,floating offshore wind turbines(FOWTs) have attracted a con... The exploration for renewable and clean energies has become crucial due to environmental issues such as global warming and the energy crisis. In recent years,floating offshore wind turbines(FOWTs) have attracted a considerable amount of attention as a means to exploit steady and strong wind sources available in deep-sea areas. In this study, the coupled aero-hydrodynamic characteristics of a spar-type 5-MW wind turbine are analyzed. An unsteady actuator line model(UALM) coupled with a twophase computational fluid dynamics solver naoe-FOAM-SJTU is applied to solve three-dimensional Reynolds-averaged NavierStokes equations. Simulations with different complexities are performed. First, the wind turbine is parked. Second, the impact of the wind turbine is simplified into equivalent forces and moments. Third, fully coupled dynamic analysis with wind and wave excitation is conducted by utilizing the UALM. From the simulation, aerodynamic forces, including the unsteady aerodynamic power and thrust, can be obtained, and hydrodynamic responses such as the six-degrees-of-freedom motions of the floating platform and the mooring tensions are also available. The coupled responses of the FOWT for cases of different complexities are analyzed based on the simulation results. Findings indicate that the coupling effects between the aerodynamics of the wind turbine and the hydrodynamics of the floating platform are obvious. The aerodynamic loads have a significant effect on the dynamic responses of the floating platform, and the aerodynamic performance of the wind turbine has highly unsteady characteristics due to the motions of the floating platform. A spar-type FOWT consisting of NREL-5-MW baseline wind turbine and OC3-Hywind platform system is investigated. The aerodynamic forces can be obtained by the UALM. The 6 DoF motions and mooring tensions are predicted by the naoe-FOAM-SJTU. To research the coupling effects between the aerodynamics of the wind turbine and the hydrodynamics of the floating platform, simulations with different complexities are performed. Fully coupled aero-hydrodynamic characteristics of FOWTs, including aerodynamic loads, wake vortex, motion responses, and mooring tensions, are compared and analyzed. 展开更多
关键词 FLOATING offshore wind TURBINE UNSTEADY AERODYNAMICS HYDRO dynamic responses coupling effects naoe-FOAM-SJTU SOLVER Actuator line model
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Structure optimization of gas-liquid combined loop reactor using a CFD-PBE coupled model 被引量:3
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作者 Qi Nana Zhang Kai +2 位作者 Xu Gang Yang Yongping Zhang Hu 《Petroleum Science》 SCIE CAS CSCD 2012年第3期379-388,共10页
Flow characteristics, such as flow pattern, gas holdup, and bubble size distribution, in an internal loop reactor with external liquid circulation, are simulated to investigate the influence of reactor internals by us... Flow characteristics, such as flow pattern, gas holdup, and bubble size distribution, in an internal loop reactor with external liquid circulation, are simulated to investigate the influence of reactor internals by using the computational fluid dynamics (CFD)-population balance equations (PBE) coupled model. Numerical results reveal that introducing a downcomer tube and a draft tube can help to improve the mass and heat transfer of the reactor through enhanced liquid circulation, increased gas holdup and reduced bubble diameter. The hydrodynamic behavior in the internal loop reactor with external liquid circulation can be managed effectively by adjusting the diameter and axial position of the draft tube. 展开更多
关键词 Loop reactor Structure optimization hydrodynamicS CFD-PBE coupled model
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An alternating direction implicit (ADI) numerical model for two-dimensional hydrodynamic equations
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作者 Pan Haiand Fang Guohong(Institute of Dceanology, Academia Sinica, Qingdao 266071, China)(Present address: Institute of Marine and Coastal Sciences, Rutgers University, New Brunswick, NJ 08903-0231, USA) 《Acta Oceanologica Sinica》 SCIE CAS CSCD 1995年第1期1-13,共13页
A two-dimensional computational model is develope for the calulation of tides, storm surges and otherlong-period waves in coastal and shelf waters. The Partial differental equations are approximated by two sets of dif... A two-dimensional computational model is develope for the calulation of tides, storm surges and otherlong-period waves in coastal and shelf waters. The Partial differental equations are approximated by two sets of difference equations on a space-staggered grid system. Both sets are explicit with one set for water level and x-component velocity, and another for water level and y-component velocity. These two sets are used successively for stepby-step solution in time. An analytical investigation on the linearized sets of the difference equations indicates that thecomputational scheme is unconditionally stable. The model is of second order accuracy both in space and in time andconserves mass and momentum. Simulations of surface elevation caused by periodic forcing in one-opening rectangularbasin with flat topography and by steady wind stress in the basin with flat or slope topography show that the computed results are in excellent agreement with the corresponding analytic solutions. The steady-tate wind-induced setupin a ofed basin with discontinuous topography computed with the present model are also in excellent agreement withthe results from Leendertse's model. Finally, the model is applied to hindcast a storm surge in the South China Seaand reproduces the surge elevation satisfactorily. 展开更多
关键词 ADI numerical model two-dimensional hydrodynamic equations
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ONE-AND TWO-DIMENSIONAL COUPLED HYDRODYNAMICS MODEL FOR DAM BREAK FLOW 被引量:8
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作者 YANG Fang-li ZHANG Xiao-feng TAN Guang-ming 《Journal of Hydrodynamics》 SCIE EI CSCD 2007年第6期769-775,共7页
1-D and 2-D mathematical models for dam break flow were established and verified with the measured data in laboratory. The 1-D and 2-D models were then coupled, and used to simulate the dam break flow from the reservo... 1-D and 2-D mathematical models for dam break flow were established and verified with the measured data in laboratory. The 1-D and 2-D models were then coupled, and used to simulate the dam break flow from the reservoir tail to the dam site, the propagation of dam break waves in the downstream channel, and the submergence of dam break flow in the downstream town with the hydrodynamics method. As a numerical example, the presented model was employed to simulate dam break flow of a hydropower station under construction. In simulation, different dam-break durations, upstream flows and water levels in front of dam were considered, and these influencing factors of dam break flow were analyzed, which could be referenced in planning and designing hydropower stations. 展开更多
关键词 dam-break flow hydrodynamics model 1-D and 2-D coupled model dam-break duration upstream flow water level before dam
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Investigation on the Hydrodynamic Performance of An Ultra Deep Turret-Moored FLNG System 被引量:2
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作者 赵文华 杨建民 +2 位作者 胡志强 肖龙飞 彭涛 《China Ocean Engineering》 SCIE EI 2012年第1期77-93,共17页
Hydrodynamic performance of an ultra deep turret-moored Floating Liquefied Natural Gas (FLNG) system is investigated. Hydrodynamic modeling of a turret-moored FLNG system, in consideration of the coupling effects of... Hydrodynamic performance of an ultra deep turret-moored Floating Liquefied Natural Gas (FLNG) system is investigated. Hydrodynamic modeling of a turret-moored FLNG system, in consideration of the coupling effects of the vessel and its mooring lines, has been addressed in details. Based on the boundary element method, a 3-D panel model of the FLNG vessel and the related free water surface model are established, and the first-order and second-order mean-drift wave loads and other hydrodynamic coefficients are calculated. A systematic model test program consisting of the white noise wave test, offset test and irregular wave test combined with current and wind, etc. is performed to verify the numerical model. Owing to the depth limit of the water basin, the model test is carried out for the hydrodynamics of the FLNG coupled with only the truncated mooring system. The numerical simulation model features well the hydrodynamic performance of the FLNG system obtained from the model tests. The hydrodynamic characteristics presented in both the numerical simulations and the physical model tests would serve as the guidance for the ongoing project of FLNG system. 展开更多
关键词 FLNG hydrodynamicS model tests truncated mooring system coupled analysis
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Integrability of Nonlinear Equations of Motion on Two-Dimensional World Sheet Space-Time 被引量:2
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作者 YAN Jun 《Communications in Theoretical Physics》 SCIE CAS CSCD 2005年第2X期283-287,共5页
The integrability character of nonlinear equations of motion of two-dimensional gravity with dynamical torsion and bosonic string coupling is studied in this paper. The space-like and time-like first integrals of equa... The integrability character of nonlinear equations of motion of two-dimensional gravity with dynamical torsion and bosonic string coupling is studied in this paper. The space-like and time-like first integrals of equations of motion are also found. 展开更多
关键词 two-dimensional gravity model string coupling INTEGRABILITY
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Modified Potential Around a Moving Test Charge in Strongly Coupled Dusty Plasma 被引量:1
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作者 M. Shahmansouri B.Farokhi N. Khodabakhshi 《Communications in Theoretical Physics》 SCIE CAS CSCD 2017年第7期111-116,共6页
The theory of dynamical (wa&e) potential behind a moving test charge in a weakly coupled dusty plasma is extended to that including of strong interaction between dust grains. Such strong interaction is included in ... The theory of dynamical (wa&e) potential behind a moving test charge in a weakly coupled dusty plasma is extended to that including of strong interaction between dust grains. Such strong interaction is included in the dielectric response function by a generalized hydrodynamic (GH) fluid model. It is shown that the strong interaction between dusts including the lattice spacing correction has a significant effect on the wake potential in dusty plasma. This may be used to investigate basic features of phase transition and possibility of lattice formation of dusty plasma. 展开更多
关键词 dusty plasma strongly coupled plasma generalized hydrodynamic fluid model
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基于近场动力学的楔形体入水数值模拟
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作者 刘仁伟 张佳钰 +2 位作者 刘珍 张健 张康 《江苏大学学报(自然科学版)》 北大核心 2026年第1期88-92,共5页
基于近场动力学理论和更新的拉格朗日粒子流体动力学模型,提出了适用于楔形体入水问题的非局部全耦合方法.该方法使用非局部微分算子对牛顿流体的Navier-Stokes方程进行求解.通过对不同工况的模拟,定量分析了相同质量楔形体的入水高度... 基于近场动力学理论和更新的拉格朗日粒子流体动力学模型,提出了适用于楔形体入水问题的非局部全耦合方法.该方法使用非局部微分算子对牛顿流体的Navier-Stokes方程进行求解.通过对不同工况的模拟,定量分析了相同质量楔形体的入水高度和入水角对楔形体运动及楔形体附近典型流场演变过程的影响,并研究了不同入水角条件下,楔形体浸没长度与入水深度的关系.将该方法计算结果与现有试验结果和解析结果进行对比分析,以验证该方法的可行性.研究结果表明:非局部全耦合方法具有两大优点,一是能保持与偏微分方程的一致性,二是其空间梯度插值具有二阶精度.通过楔形体入水过程的模拟,验证了该方法的有效性和准确性;入水角分别为15°、20°和25°时,楔形体浸没长度与其入水深度呈线性增加关系,与已有研究结论一致,进一步验证了非局部全耦合方法的准确性. 展开更多
关键词 楔形体入水 非局部微分算子 更新拉格朗日粒子流体动力学模型 近场动力学 流固耦合
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Solids hydrodynamics in a novel MTO high-speed loop reactor and model prediction for reaction
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作者 Fenfen Wang Chenglin E Chunxi Lu 《Particuology》 2025年第8期301-314,共14页
Methanol to olefins (MTO) plays a crucial role to transform non-oil resources into light olefins. Combined with the kinetics of MTO reaction process, a high-speed loop reactor (HSLR) is explored. The solids hydrodynam... Methanol to olefins (MTO) plays a crucial role to transform non-oil resources into light olefins. Combined with the kinetics of MTO reaction process, a high-speed loop reactor (HSLR) is explored. The solids hydrodynamics including the uniformity distribution, fluidization quality, backmixing and carryover are systematically analyzed in detail. Moreover, the gas-solid hydrodynamics in the HSLR are coupled with the MTO reaction kinetics, and the methanol conversion and yields of light olefins are both predicted and compared in the HSLR and free fluidized bed (FFB). The results demonstrate that the particles distribute more uniform in the different regions of HSLR than that of FFB and the overall fluidization quality of particles is high in the HSLR. The overall non-uniformity index in the HSLR varies from 0.1 to 0.18 kPa and that in the FFB changes from 0.2 to 0.35 kPa when the superficial gas velocity is 1.03 m/s and the solids circulation flux equals to 90.9 kg/(m^(2) s). Meanwhile, the ratio of solids backmixing and carryover in the HSLR are both lower than that in the FFB. Finally, the hydrodynamics in HSLR are coupled with the five-lumped reaction kinetics for MTO. Based on the coupled model, it is predicted that both the methanol conversion and the yields of light olefins in the HSLR are higher than that in the FFB. The maximum difference between the methanol conversion and the light olefin yields in the HSLR and that in the FFB is 6.2 % and 0.000803 mol/L when the superficial gas velocity Ug is 0.87 m/s, which demonstrates the superiority of HSLR for MTO reaction. 展开更多
关键词 Methanol to olefins(MTO) Loop reactor hydrodynamicS KINETICS coupled model
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Sediment mathematical model for sand ridges and sand waves 被引量:1
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作者 LI Daming WANG Xiao +1 位作者 WANG Xin LI Yangyang 《Acta Oceanologica Sinica》 SCIE CAS CSCD 2016年第5期141-149,共9页
A new theoretical model is formulated to describe internal movement mechanisms of the sand ridges and sand waves based on the momentum equation of a solid-liquid two-phase flow under a shear flow. Coupling this equati... A new theoretical model is formulated to describe internal movement mechanisms of the sand ridges and sand waves based on the momentum equation of a solid-liquid two-phase flow under a shear flow. Coupling this equation with two-dimensional shallow water equations and wave reflection-diffraction equation of mild slope, a two-dimensional coupling model is established and a validation is carried out by observed hydrogeology, tides,waves and sediment. The numerical results are compared with available observations. Satisfactory agreements are achieved. This coupling model is then applied to the Dongfang 1-1 Gas Field area to quantitatively predict the movement and evolution of submarine sand ridges and sand waves. As a result, it is found that the sand ridges and sand waves movement distance increases year by year, but the development trend is stable. 展开更多
关键词 internal movement mechanisms sand ridges and sand waves two-dimensional coupling model migration
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A CA-LBM model for simulating dendrite growth with forced convection
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作者 Xiang-ning Meng Lei Cui +1 位作者 Yi-han Shi Miao-yong Zhu 《Journal of Iron and Steel Research International》 SCIE EI CSCD 2021年第8期997-1008,共12页
A two-dimensional coupled model of the cellular automaton(CA)and the lattice Boltzmann method(LBM)was developed to simulate the solute dendrite growth of Fe-C-Mn-S alloy in the presence of forced convection.The model ... A two-dimensional coupled model of the cellular automaton(CA)and the lattice Boltzmann method(LBM)was developed to simulate the solute dendrite growth of Fe-C-Mn-S alloy in the presence of forced convection.The model describes the transport phenomenon by the evolution of moving pseudo-particles distribution functions and utilizes the LBM to solve fluid flow and solute transport under forced convection numerically.Based on the solute field calculated by the CA technique,the dynamics of dendrite growth were determined by the previously proposed local solute balance method.The accuracy of the forced convection dendrite growth model was verified by comparing the CA-LBM model with Lipton-Glicksman-Kurz analytical model.It is revealed that the dendrite symmetry structure is destroyed compared to free diffusion,and the upstream arm is more developed than the downstream arm of the dendrite.The enriched solute segregates more at the downstream side than at the upstream side of the dendrite.The length of the upstream dendrite arm increases firstly and then becomes stable with the increase in the flow velocity,the dendrite necking is restrained,and the vertical dendrite arm becomes longer. 展开更多
关键词 two-dimensional coupled model Cellular automaton Lattice Boltzmann method Dendrite growth Forced convection
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水动力-应力-化学溶蚀耦合作用下劣化灰岩能量演化规律与损伤本构模型
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作者 杨忠平 侯善萌 +2 位作者 张益铭 高宇豪 刘新荣 《岩土工程学报》 北大核心 2025年第4期759-768,共10页
库水位常年周期性波动,导致消落带基岩处于水动力冲蚀的干湿循环状态,加之覆岩的自重作用,促使基岩强度的劣化。为研究水动力-应力-化学溶蚀耦合条件下岩体劣化规律,在现场调查基础上,开展了该耦合条件下灰岩试样劣化试验,阐明了此条件... 库水位常年周期性波动,导致消落带基岩处于水动力冲蚀的干湿循环状态,加之覆岩的自重作用,促使基岩强度的劣化。为研究水动力-应力-化学溶蚀耦合条件下岩体劣化规律,在现场调查基础上,开展了该耦合条件下灰岩试样劣化试验,阐明了此条件下灰岩能量演化规律并提出了损伤本构模型。结果表明:根据能率-位移曲线,将岩石破坏过程划分为易损区压密、微裂隙闭合、弹性变形、微裂隙扩展及峰后破坏5个阶段;随着劣化应力的增加,部分耗散能提前释放,耗散能与弹性能相等时的应变逐渐减小;随着干湿循环次数的增加,其破坏时总能量对应力的敏感性增强;揭示了水动力-应力-化学溶蚀耦合机理;提出了水动力-应力-化学溶蚀耦合作用下考虑压密阶段劣化灰岩的损伤本构模型,预测精度较高,可为库区灾害预测防治提供一定的理论指导。 展开更多
关键词 水动力-应力-化学溶蚀耦合 单轴压缩 能量演化 WEIBULL分布 本构模型
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基于水动力模型的城市水网一体化优化方法及其应用
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作者 王思如 姚轶 +4 位作者 刘米雪 杨大文 顾一成 李传龙 孙金华 《南水北调与水利科技(中英文)》 北大核心 2025年第5期1079-1089,共11页
为实现水灾害防御、水资源保障、水生态修复及水环境提升目标,构建涵盖“涝水位达标率、常水位保证率、生态流速保障率、水质达标率”的城市水网一体化评价指标体系,同时构建考虑多源补水和多变污染环境的水动力-水质数值模型,并基于评... 为实现水灾害防御、水资源保障、水生态修复及水环境提升目标,构建涵盖“涝水位达标率、常水位保证率、生态流速保障率、水质达标率”的城市水网一体化评价指标体系,同时构建考虑多源补水和多变污染环境的水动力-水质数值模型,并基于评价指标体系和数值模型,对水系建设和运行指标进行迭代优化,创新性地考虑水网“建设指标-运行指标”双向反馈机制,整合水网物理指标优化与工程调度方案优化,形成完整的城市水网一体化优化方法,并将其用于雄安新区起步区,提出其水系建设与运行指标及水利工程调度方案。结果表明:优化后的起步区水系在遭遇百年一遇暴雨和“23·7”实测暴雨时,涝水位达标率均达100%,有效保障区域排涝安全;构建的涵盖常态补水、应急抗旱及雨洪净化等多模式联动的动态调控方案,实现常水位、生态流速及水质达标率均达到100%。研究成果验证该方法在提升城市水系韧性、增强生态服务功能方面具有显著效益,为高密度城市群水系统协同治理提供可推广的技术范式,对提升城市水系建设水平和区域生态环境质量具有重要实践价值。 展开更多
关键词 雄安新区 城市水网一体化优化方法 水系建设与运行指标体系 水动力-水质数值模型
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基于SPH模型和CEL模型的球罐振动响应对比研究
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作者 吴泽民 李春晓 +2 位作者 房光杰 贾兆阔 王鑫宇 《石油化工设备》 2025年第6期73-79,共7页
针对流固耦合作用下球罐振动响应影响的研究,分别构建了光滑粒子流体动力学(SPH)和耦合欧拉-拉格朗日法(CEL) 2种球罐动力学模型,并基于这2种模型对球罐进行频率分析和随机振动响应分析。结果表明,SPH模型与CEL模型的一阶固有频率计算... 针对流固耦合作用下球罐振动响应影响的研究,分别构建了光滑粒子流体动力学(SPH)和耦合欧拉-拉格朗日法(CEL) 2种球罐动力学模型,并基于这2种模型对球罐进行频率分析和随机振动响应分析。结果表明,SPH模型与CEL模型的一阶固有频率计算结果误差在10%以内,但SPH模型计算的一阶固有频率结果偏小。SPH模型与CEL模型得到的液体整体晃动趋势基本一致,CEL模型中液体的波动比SPH模型更剧烈,呈现的非线性特征也比SPH模型更加明显,但CEL模型网格匹配性要求高于SPH模型。2种模型对于球罐顶点加速度与支柱应力的计算结果基本一致,而在顶点相对位移方面,CEL模型得到的位移幅值结果更大。对于缩尺球罐而言,SPH模型与CEL模型计算时间基本相当,但SPH模型建模过程更简单。 展开更多
关键词 球罐 流固耦合 光滑粒子流体动力学模型 耦合欧拉-拉格朗日模型 振动响应
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海绵措施空间布局优化下的晋城市洪涝水深-流速联合分布特征 被引量:8
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作者 舒心怡 徐宗学 +2 位作者 叶陈雷 廖如婷 贾书惠 《水资源保护》 北大核心 2025年第1期76-84,共9页
为探究海绵措施对洪涝的治理效果,解析暴雨洪涝下海绵城市地表淹没要素的关联性,以山西省晋城市西河排水片区为例,综合考虑海绵措施的径流削减效益与建设成本效益,基于多目标方法优化海绵措施布设方案,采用水文水动力耦合模型模拟地表... 为探究海绵措施对洪涝的治理效果,解析暴雨洪涝下海绵城市地表淹没要素的关联性,以山西省晋城市西河排水片区为例,综合考虑海绵措施的径流削减效益与建设成本效益,基于多目标方法优化海绵措施布设方案,采用水文水动力耦合模型模拟地表淹没特征,构建适用于不同场景的洪涝多特征多元联合概率分布。研究结果表明:海绵措施对径流的削减效果随降雨重现期的增大而逐渐减弱,当海绵措施建设成本为4.11亿元,降雨重现期为10、20、50、100 a时,径流削减率分别为0.34、0.33、0.31、0.30;同一降雨重现期下水深-流速的联合风险率随着水深和流速的增大呈现出明显的非线性下降趋势,水深为0.4 m,降雨重现期为10、20、50、100 a,对应流速分别小于0.36、0.39、0.46、0.49 m/s时的联合风险率大于0.8;水深-流速协同风险率与联合风险率相比整体较低,且高风险区域更加集中于低水深和低流速区域,水深为0.4 m时,水深-流速的协同风险率随流速变化的取值范围为0~0.34。 展开更多
关键词 城市洪涝 水文水动力耦合模型 海绵措施 NSGA-Ⅱ COPULA 晋城市
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基于分布式水文水动力耦合模型的秦淮河流域洪水模拟 被引量:4
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作者 王雨洁 李致家 +1 位作者 姚成 牛颢然 《河海大学学报(自然科学版)》 北大核心 2025年第2期11-18,114,共9页
为更准确地模拟秦淮河流域洪水演进情况,采用松散耦合方法,结合水文、水动力过程,构建了分布式水文模型与一维、二维水动力耦合模型,该模型在上游采用网格新安江模型,下游则结合一维与二维水动力模型模拟复杂水流动态,在河道采用一维模... 为更准确地模拟秦淮河流域洪水演进情况,采用松散耦合方法,结合水文、水动力过程,构建了分布式水文模型与一维、二维水动力耦合模型,该模型在上游采用网格新安江模型,下游则结合一维与二维水动力模型模拟复杂水流动态,在河道采用一维模型,在主要城区采用二维模型进行模拟,形成全流域的分布式水文水动力耦合模型。验证结果表明:该模型能够有效模拟2015-2020年间的5场洪水,模拟结果的平均纳什效率系数达0.932,验证了模型的高精度与可靠性。以20200713号洪水为例模拟了下游南京市城区的淹没情况,发现秦淮河下游城区多处区域(如郑淮路、凤凰东街、武定门闸区域等)存在显著淹没风险,最大淹没水深均超过0.5m。 展开更多
关键词 水文水动力耦合模型 洪水淹没模拟 网格新安江模型 秦淮河流域
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补水对蠡湖水体透明度改善效果的数值模拟 被引量:1
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作者 吴佩翰 朱海 +6 位作者 徐项哲 鞠茂森 闫世康 杨晨霞 周志博 唐洪武 王玲玲 《水资源保护》 北大核心 2025年第1期186-197,共12页
为客观评估太湖水补水对蠡湖透明度改善效果的影响,由实测资料分析得出了适用于蠡湖的水体透明度(SD)与悬浮物(SS)浓度、叶绿素a(Chla)浓度的相关关系,并利用MIKE 21构建了蠡湖水动力-水质耦合模型,经验证模型精度良好,可用于模拟计算;... 为客观评估太湖水补水对蠡湖透明度改善效果的影响,由实测资料分析得出了适用于蠡湖的水体透明度(SD)与悬浮物(SS)浓度、叶绿素a(Chla)浓度的相关关系,并利用MIKE 21构建了蠡湖水动力-水质耦合模型,经验证模型精度良好,可用于模拟计算;以南部长广溪节制闸及西部五里湖节制闸进水两种典型补水方案为例,分析了蠡湖水体透明度的改善效果。计算结果表明:两种方案均可将蠡湖平均透明度提升至0.8 m以上;南部补水方案使全湖平均透明度提高了0.5 m,好于西部补水方案;适当加大东部出口的出流量可以提高水体透明度的改善效果;补水会导致局部区域悬浮物浓度增加,在补水总流量固定的条件下,适当调控出口流量分配可以有效改善蠡湖水体透明度。 展开更多
关键词 水体透明度 补水 MIKE 21 水动力-水质耦合模型 蠡湖
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城市内涝洪水数值模拟及三维场景构建研究 被引量:2
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作者 唐楷文 徐刚 +1 位作者 吴浩 阮全胜 《水文》 北大核心 2025年第1期45-52,共8页
为了更好地评估城市内涝洪水灾害,探讨了基于水动力学模型的城市内涝洪水模拟方法及基于GIS技术的三维场景构建技术。通过将SWMM与OpenFOAM耦合,提出了一种城市洪涝数值模拟模型,用于定量模拟洪水过程,获得了城市内涝洪水在不同时间点... 为了更好地评估城市内涝洪水灾害,探讨了基于水动力学模型的城市内涝洪水模拟方法及基于GIS技术的三维场景构建技术。通过将SWMM与OpenFOAM耦合,提出了一种城市洪涝数值模拟模型,用于定量模拟洪水过程,获得了城市内涝洪水在不同时间点的流速、水深和流量网格数据。在城市地形和建筑实景模型方面,提出了一种三维洪水场景构建方法,弥补了传统二维场景模型仅具有单一水平面高程信息的不足。以随州市张家坂桥渠排水区为研究区,分析了不同重现期暴雨情况下的城市洪涝模拟效果。结果表明,经过实测降雨验证,模型在研究区域内表现出较高的精度;同时,三维洪水场景能够准确反映城市洪涝过程的状态,可为评估城市内涝洪水灾害及城市防洪排涝能力建设提供技术支持。 展开更多
关键词 城市洪涝 水动力学模型耦合 数值模拟 三维场景构建 城市洪涝灾害评估
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