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Thermal-Hydraulic System Study of the Helium Cooled Pebble Bed (HCPB) Test Blanket Module (TBM) for ITER Using System Code RELAP5 被引量:2
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作者 金雪舟 R.Meyder 《Plasma Science and Technology》 SCIE EI CAS CSCD 2005年第2期2753-2757,共5页
The HCPB concept has been a European DEMO reference concept for nearly one decade. Detailed thermal-hydraulic study on the control behavior of the whole system is one of the important parts of this development. The th... The HCPB concept has been a European DEMO reference concept for nearly one decade. Detailed thermal-hydraulic study on the control behavior of the whole system is one of the important parts of this development. The thermal-hydraulic effect of the TBM-combined cooling circuit during a cyclic operation in ITER has been studied using the system code RELAP5. The RELAP5 is based on an one-dimensional, transient two-fluid model for the flow of a two-phase steam-water mixture that can contain noncondensable components like Helium. The RELAP5models are modified to take the cyclic operation of the circulator, heat, exchanger, bypass, valves etc in to account. A sequence of operational phases is investigated, starting from the cold state through the heating phase that brings the system to a stand-by condition, followed by typical power cycles applied in ITER. The results show that the implemented control mechanisms keep the inlet temperature to the TBM and the total mass flow rate at the required values through all phases. 展开更多
关键词 test blanket module helium cooled pebble bed RELAP5 cooling system
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Effects of vibration conditions,spatial confinement and friction on mixing and segregation characteristics of mixed pebble beds for CFETR WCCB blanket
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作者 Yong Liu Chongyang He +2 位作者 Cong Wang Lei Chen Songlin Liu 《Particuology》 SCIE EI CAS CSCD 2024年第2期268-279,共12页
This paper presents the study of the dynamic characteristics of confined mixed pebble beds with different friction under different vibration conditions using the discrete element method.Theλsegre-gation index is used... This paper presents the study of the dynamic characteristics of confined mixed pebble beds with different friction under different vibration conditions using the discrete element method.Theλsegre-gation index is used to quantify the degree of particle mixing or segregation.The percolation,convection and diffusion mechanisms are responsible for the segregation patterns of the mixed pebble.The results show the degree of segregation can be suppressed by decreasing the vibration acceleration or free space height below a threshold.Further simulation reveals the threshold of vibration acceleration or free space height both are related to the bed height increment which determines the strength of the percolation mechanism.In addition,the strength of percolation and convection becomes weaker by decreasing the friction of particles and walls,which makes the pebbled bed remains in a mixed state under vibration.These findings are significant to clarify the main factors behind the three segregation mechanisms and hence provide solutions to retaining the mixed state of the Li2TiO3&Be12Ti mixed pebble bed. 展开更多
关键词 VIBRATION SEGREGATION Binary pebble bed Discrete element method
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Experiments on two-phase flow in hydraulic jump on pebbled rough bed:Part 2–Bubble clustering
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作者 Farhad Bahmanpouri Carlo Gualtieri Hubert Chanson 《Water Science and Engineering》 EI CAS CSCD 2023年第4期369-380,共12页
A survey on bubble clustering in air–water flow processes may provide significant insights into turbulent two-phaseflow.These processes have been studied in plunging jets,dropshafts,and hydraulic jumps on a smooth bed.... A survey on bubble clustering in air–water flow processes may provide significant insights into turbulent two-phaseflow.These processes have been studied in plunging jets,dropshafts,and hydraulic jumps on a smooth bed.As a first attempt,this study examined the bubble clustering process in hydraulic jumps on a pebbled rough bed using experimental data for 1.70<Fr_(1)<2.84(with Fr_(1) denoting the inflow Froude number).The basic properties of particle grouping and clustering,including the number of clusters,the dimensionless number of clusters per second,the percentage of clustered bubbles,and the number of bubbles per cluster,were analyzed based on two criteria.For both criteria,the maximum cluster count rate was greater on the rough bed than on the smooth bed,suggesting greater interactions between turbulence and bubbly flow on the rough bed.The results were consistent with the longitudinal distribution of the interfacial velocity using one of the criteria.In addition,the clustering process was analyzed using a different approach:the interparticle arrival time of bubbles.The comparison showed that the bubbly flow structure had a greater density of bubbles per unitflux on the rough bed than on the smooth bed.Bed roughness was the dominant parameter close to the jump toe.Further downstream,Fr_(1) predominated.Thus,the rate of bubble density decreased more rapidly for the hydraulic jump with the lowest Fr_(1). 展开更多
关键词 Hydraulic jump pebbled rough bed Clustering analysis Interparticle arrival time Two-phase flow
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Experiments on two-phase flow in hydraulic jump on pebbled rough bed:Part 1–Turbulence properties and particle chord time and length
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作者 Farhad Bahmanpouri Carlo Gualtieri Hubert Chanson 《Water Science and Engineering》 EI CAS CSCD 2023年第4期359-368,共10页
This study reported and discussed turbulence characteristics,such as turbulence intensity,correlation time scales,and advective length scales.The characteristic air–water time scale,including the particle chord time ... This study reported and discussed turbulence characteristics,such as turbulence intensity,correlation time scales,and advective length scales.The characteristic air–water time scale,including the particle chord time and length and their probability density functions(PDFs),was investigated.The results demonstrated that turbulence intensity was relatively greater on a rough bed in the roller length,whereas further downstream,the decay rate was higher.In addition,the relationship between turbulence intensity and dimensionless bubble count rate reflected an increase in turbulence intensity associated with the number of entrained particles.Triple decomposition analysis(TDA)was performed to determine the contributions of slow and fast turbulent components.The TDA results indicated that,regardless of bed type and inflow conditions,the sum of the band-pass(T'_(u))and high-pass(T″_(u))filtered turbulence intensities was equal to the turbulence intensity of the raw signal data(T_(u)).T″_(u) highlighted a higher turbulence intensity and larger vorticities on the rough bed for an identical inflow Froude number.Additional TDA results were presented in terms of the interfacial velocity,auto-and cross-correlation time scales,and longitudinal advection length scale,with the effects of low-and high-frequency signal components on each highlighted parameter.The analysis of the air chord time indicated an increase in the proportion of small bubbles moving downstream.The second part of this research focused on the basic properties of particle grouping and clustering. 展开更多
关键词 Hydraulic jump pebbled rough bed Turbulence intensity Particle chord time Two-phase flow
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The Shandong Shidao Bay 200 MWe High-Temperature Gas-Cooled Reactor Pebble-Bed Module(HTR-PM)Demonstration Power Plant:An Engineering and Technological Innovation 被引量:1
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作者 Zuoyi Zhang Yujie Dong +10 位作者 Fu Li Zhengming Zhang Haitao Wang Xiaojin Huang Hong Li Bing Liu Xinxin Wu Hong Wang Xingzhong Diao Haiquan Zhang Jinhua Wang 《Engineering》 SCIE EI CAS 2016年第1期119-125,共7页
After the first concrete was poured on December 9,2012 at the Shidao Bay site in Rongcheng,Shandong Province,China,the construction of the reactor building for the world’s first high-temperature gascooled reactor peb... After the first concrete was poured on December 9,2012 at the Shidao Bay site in Rongcheng,Shandong Province,China,the construction of the reactor building for the world’s first high-temperature gascooled reactor pebble-bed module(HTR-PM)demonstration power plant was completed in June,2015.Installation of the main equipment then began,and the power plant is currently progressing well toward connecting to the grid at the end of 2017.The thermal power of a single HTR-PM reactor module is 250 MWth,the helium temperatures at the reactor core inlet/outlet are 250/750℃,and a steam of 13.25 MPa/567℃ is produced at the steam generator outlet.Two HTR-PM reactor modules are connected to a steam turbine to form a 210 MWe nuclear power plant.Due to China’s industrial capability,we were able to overcome great difficulties,manufacture first-of-a-kind equipment,and realize series major technological innovations.We have achieved successful results in many aspects,including planning and implementing R&D,establishing an industrial partnership,manufacturing equipment,fuel production,licensing,site preparation,and balancing safety and economics;these obtained experiences may also be referenced by the global nuclear community. 展开更多
关键词 Nuclear energy High-temperature gas-cooled reactor pebble bed Modular high-temperature gas-cooled reactor High-temperature gas-cooled reactor pebble-bed module
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Effects of coefficient of friction and coefficient of restitution on static packing characteristics of polydisperse spherical pebble bed
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作者 Jian Wang Mingzhun Lei +4 位作者 Hao Yang Kun Xu Shuling Xu Pinghui Zhao Yuntao Song 《Particuology》 SCIE EI CAS CSCD 2021年第4期1-9,共9页
The effects of the coefficient of friction and coefficient of restitution on the static packing characteristics of a polydisperse spherical pebble bed are numerically investigated using the discrete element method.Sev... The effects of the coefficient of friction and coefficient of restitution on the static packing characteristics of a polydisperse spherical pebble bed are numerically investigated using the discrete element method.Several important static packing characteristics under different coefficients of friction and restitution are presented and discussed.The results show that the coefficients of friction and restitution impose opposite effects on the packing heights and global packing factor.Neither the coefficient of friction nor restitution affected the oscillation width of the wall,whereas their effects are primarily reflected in the oscillation amplitude of the radial local packing factor and the axial local packing factor distribution at the top of the pebble bed.In both the contact force distribution and coordination number distribution,a left-shifted phenomenon appearing as the coefficient of friction occurred,and only the magnitude of the maximum frequency is affected when the coefficient of restitution changed from 0.1 to 0.9.In all simulation cases,the effects of the coefficients of friction and restitution are similar to that of cross-impact. 展开更多
关键词 Static characteristic Discrete element method Input parameter Polydisperse pebble bed Ceramic pebble
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An Investigation of Stochastic Nature of Bed Load Motion in Chuanjiang River
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作者 ZHANG Zhixiang~1 HE Wenshe~(1,2) YANG Kejun~1 (1.State Key Lab.of Hydraulics and Mountain River Eng.,Sichuan Univ.,Chengdu 610065,China 2.China Three Gorges Project Corporation,Yichang 443002,China) 《四川大学学报(工程科学版)》 EI CAS CSCD 北大核心 2005年第S1期112-117,共6页
Bed Load Motion and its transport rate is one of the basic issues in river dynamics.In this paper, the authors discussed the stochastic nature of bed load motion in Chuanjiang River in details.Chungjiang lies in the u... Bed Load Motion and its transport rate is one of the basic issues in river dynamics.In this paper, the authors discussed the stochastic nature of bed load motion in Chuanjiang River in details.Chungjiang lies in the upstream reach of Yangtze River.Its stochastic nature is shown in the following four aspects.Firstly, even though all the conditions are the same,due to the fluctuation of the flow,the bed load discharge and the location and width of sediment transport belts are different.Secondly,during the ... 展开更多
关键词 pebble bed load motion Chuanjiang River stochastic nature sediment transport rate
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Discrete element-embedded finite element model for simulation of soft particle motion and deformation
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作者 Xu Liu Nan Gui +3 位作者 Xiyuan Cui Xingtuan Yang Jiyuan Tu Shengyao Jiang 《Particuology》 SCIE EI CAS CSCD 2022年第9期88-100,共13页
The motion and deformation of soft particles are commonly encountered and important in many appli-cations.A discrete element-embedded finite element model(DEFEM)is proposed to solve soft particle motion and deformatio... The motion and deformation of soft particles are commonly encountered and important in many appli-cations.A discrete element-embedded finite element model(DEFEM)is proposed to solve soft particle motion and deformation,which combines discrete element and finite element methods.The collisional surface of soft particles is covered by several dynamical embedded discrete elements(EDEs)to model the collisional external forces of the particles.The particle deformation,motion,and rotation are inde-pendent of each other in the DEFEM.The deformation and internal forces are simulated using the finite element model,whereas the particle rotation and motion calculations are based on the discrete element model.By inheriting the advantages of existing coupling methods,the contact force and contact search between soft particles are improved with the aid of the EDE.Soft particle packing is simulated using the DEFEM for two cases:particle accumulation along a rectangular straight wall and a wall with an inclined angle.The large particle deformation in the lower layers can be simulated using current meth-ods,where the deformed particle shape is either irregular in the marginal region or nearly hexagonal in the tightly packed central region.This method can also be used to simulate the deformation,motion,and heat transfer of non-spherical soft particles. 展开更多
关键词 Discrete element method Finite element method Soft particle COLLISION Particle packing pebble bed
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Predictions of the P1 approximation for radiative heat transfer in heterogeneous granular media
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作者 Jelena Macak Christoph Goniva Stefan Radl 《Particuology》 SCIE EI CAS CSCD 2023年第11期25-47,共23页
The P1 approximation is a computationally efficient model for thermal radiation.Here,we present a P1 formulation in the context of the combined computational fluid dynamics and discrete element method(CFD-DEM),includi... The P1 approximation is a computationally efficient model for thermal radiation.Here,we present a P1 formulation in the context of the combined computational fluid dynamics and discrete element method(CFD-DEM),including closures for dependent scattering and coarse-graining.Using available analytical and semi-analytical solutions,we find agreement for steady-state and transient quantities in sizedisperse systems.Heat flux is identified as the most sensitive quantity to predict,displaying unphysical spatial oscillations.These oscillations are due to a temperature slip at the locations of abrupt change in solid fraction.We propose two techniques that mitigate this effect:smoothing of the radiative properties,and pseudo-scattering.Furthermore,using up to a million times enlarged particles,we demonstrate practically limitless compatibility with coarse-graining.Finally,we compare predictions made with our code to experimental data for a pebble bed under vacuum conditions,and in presence of nitrogen.We find that a carefully calibrated simulation can replicate trends observed in experiments,with relative temperature error of less than 10%. 展开更多
关键词 CFD-DEM Thermal radiation COARSE-GRAINING P1 pebble bed nuclear reactor
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