期刊文献+
共找到169篇文章
< 1 2 9 >
每页显示 20 50 100
A NEW TWO-DIMENSIONAL "MAN-WCV" MATHEMATICAL MODEL OF THE HUMAN THERMOREGULATION
1
作者 Yuan Xiugan and Sha BinBeijing University of Aeronautics and Astronautics 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 1990年第4期266-276,共11页
In the paper a new two-dimensional 'man-WCV'(water cooling vest) mathematical model is developed. This model is of practical use: it can predict transient temperature responses and body temperature distributio... In the paper a new two-dimensional 'man-WCV'(water cooling vest) mathematical model is developed. This model is of practical use: it can predict transient temperature responses and body temperature distribution for a person in a nonuniform hot environment, doing various jobs and dressed in different clothes. In addition, the results calculated from the model can be used to optimize the distribution of the tube-net lined on the WCV and to evaluate an individual thermal conditioning system with cooling water. The results obtained from the model agree well with the author's experimental data. 展开更多
关键词 body A NEW two-dimensional MAN-WCV mathematical model OF THE HUMAN THERMOREGULATION
下载PDF
Mathematical Modeling of the Hydrodynamics of an EGSB Reactor
2
作者 Gleyce Teixeira Correia Tania Pérez-Pérez +3 位作者 Ileana Pereda-Reyes Deny Oliva Merencio Marcelo Zaiat Wu Hong Kwong 《Journal of Chemistry and Chemical Engineering》 2014年第6期602-610,共9页
Generally, in the literature, the hydrodynamic behavior of an EGSB (expanded granular sludge bed) reactor is considered as a complete mix reactor. Few works study in detail the flow of such reactors. The aim of this... Generally, in the literature, the hydrodynamic behavior of an EGSB (expanded granular sludge bed) reactor is considered as a complete mix reactor. Few works study in detail the flow of such reactors. The aim of this work was to study, in detail, the hydrodynamics of an EGSB reactor and to propose a mathematical model to describe its flow. A 3.04 L reactor was used with HRT (hydraulic retention time) of 12 h, affluent flowrate of 4 mL·min^-1, and the recirculation flow rate was changed to study three different upflow velocities in the tube (6, 8 and 10 m·h^-1. The pulse input method was used, with the use of blue dextran as tracer. In order to consider the dimensional differences between the tube and the separator, the reactor was divided into two regions (tube and separator). Initially, a model with two tubular reactors with dispersion in series was proposed and the Peclet number was adjusted for the two regions. It was observed that the region of the tube shows the behavior of a tubular reactor with high dispersion, whereas the region of the separator shows the behavior of a complete mix reactor. In order to simplify the equation, and by knowing that the concentration profile along the reactor was almost constant, a model of two CSTRs (continuous stirred tank reactors) was proposed in series and the number of reactors (N) was set. The best combination was five CSTRs, three in the tube region and two in the separator region. The presented models were equivalent and can be used to describe the hydrodynamic behavior of the EGSB reactor. 展开更多
关键词 EGSB reactor hydrodynamicS mathematical modeling.
下载PDF
Application of the Sediment Mathematical Modelling on Planned Project of Lingdingyang Bay 被引量:6
3
作者 李大鸣 李冰绯 张红萍 《Transactions of Tianjin University》 EI CAS 2002年第4期285-290,共6页
Based on the combined hydraulic calculation for the eastern network region at the Pearl River estuary and several outlets to the Lingdingyang Bay, the sediment calculation modelling was introduced in the establishment... Based on the combined hydraulic calculation for the eastern network region at the Pearl River estuary and several outlets to the Lingdingyang Bay, the sediment calculation modelling was introduced in the establishment of the sediment mathematical model for Lingdingyang Bay and the eastern region with one and two dimensional flow calculation. Model adjustment and verification were performed in conjunction with field data. The simulated results coincide well with measured data.In addition the model is applied to predict the shore-line planning scheme of Lingdingyang Bay.The theoretical criterion is provided for the shore line plan in the model.And a new mathematical simulated method is put out to research the planning engineering concerned with one-dimensional net rivers and two-dimensional estuary. 展开更多
关键词 sediment mathematical model one and two-dimensional flow calculation Lingdingyang bay shore-line plan
下载PDF
PHYSICAL AND MATHEMATICAL MODELS OF POLLUTION DISPERSION IN THE YANGTZE ESTUARY
4
作者 Yi, Jiahao Gu, Peiyu Yan, Lu 《China Ocean Engineering》 SCIE EI 1989年第1期95-106,共12页
The method of combining a physical model with a mathematical model is described to study the concentration profile of pollutant dispersion in the Yangtze Estuary. the Experiments are described regarding a jet in a tid... The method of combining a physical model with a mathematical model is described to study the concentration profile of pollutant dispersion in the Yangtze Estuary. the Experiments are described regarding a jet in a tidal physical model and two-dimensional calculations of diffusion using momentum and mass conservation equations of unsteady flow. The feature of dispersion in the tidal flow, which is different from that in the steady flow such as rivers, is explained. Dilution and dispersion mainly depend on the volume of runoff and tidal range. The results of the measurement and calculation are presented, and it can be seen that they are in good agreement. 展开更多
关键词 hydrodynamicS Water Pollution mathematical models
下载PDF
An alternating direction implicit (ADI) numerical model for two-dimensional hydrodynamic equations
5
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
下载PDF
A New Mathematical Justification for the Hypothesis of the Longevity of Jupiter’s Great Red Spot
6
作者 Mahammad A. Nurmammadov 《Open Journal of Applied Sciences》 2023年第9期1512-1529,共18页
As is known, the Great Red Spot (GRS) is one of the most mysterious sights in the solar system and is a strong storm that is quite large. According to the laws of hydrodynamics and gas dynamics, it should have disappe... As is known, the Great Red Spot (GRS) is one of the most mysterious sights in the solar system and is a strong storm that is quite large. According to the laws of hydrodynamics and gas dynamics, it should have disappeared several centuries ago, but scientists still observe it and cannot accurately explain this phenomenon. Since turbulence and atmospheric waves in the GRS region absorb the energy of its winds, the vortex loses energy by radiating heat. In the work, it is proved with a mathematical and non-classical approach that the GRS and anticyclones will live for a long time;otherwise, we had to first of all prove that the vortex threads (loops) and ovals could not exist. Based on these supports, mathematical methods prove their existence forever by observing a large vortex (GRS);moreover, they are sources of heat. When proofs are obtained, the results are consistent with the previous hypotheses of the researcher. The introduction of the work gives a comparison of various hypotheses;for example, one of them states that the decrease in the size of the GRS is only an illusory observation. Next, we first consider the applicability conditions for the mathematical justification of the hypothesis of the longevity of the Great Red Spot. The wind equation and the GRS are energized by absorbing smaller eddies and ovals, and this total energy is constant. With the help of the KH mechanism in the case of Brunt Vaisala, the frequencies (which can be calculated by a program with given formulas) are determined using very strictly mathematical evidence to substantiate the validity of the hypothesis about the longevity of Jupiter’s Great Red Spot. 展开更多
关键词 mathematical models JUPITER TURBULENCE Longevity of GRS ANTICYCLONE hydrodynamic Equilibrium
下载PDF
Two-Dimensional Mathematical Model and Numerical Simulation Describing the Melting Process of Cylindrical Basalt Bed 被引量:1
7
作者 YanQuanying ShangDeku 《Journal of Thermal Science》 SCIE EI CAS CSCD 1999年第4期262-269,共8页
A two-dimensional mathematical model was built to describe the melting process of cylindrical basalt particle bed in a crucible. The melting processes with respect to the factors of thermal boundary conditions and par... A two-dimensional mathematical model was built to describe the melting process of cylindrical basalt particle bed in a crucible. The melting processes with respect to the factors of thermal boundary conditions and particle sizes of basalt were simulated by using the numerical method (FDM). The governing equations were discretized in tridiagonal matrix form and were solved by using the tridiagonal matrix algorithm (TDMA) as well as the alternative direction implicit (ADI) solver. The temperature distribution, the moving law of the two dimensional phase-change boundaries, the thermal current distribution were given through the numerical simulation. The results provided a theoretical basis for deciding heating procedure, for evaluating power import and controlling furnace temperature and for predicting basalt melting states etc. In the experiment, an electrical furnace was designed based on the computations. It has been proved that the simulation results are reasonably coincident with the experimental data. 展开更多
关键词 two-dimensional mathematical model numerical simulation basalt bed melting process.
原文传递
西南地区典型河道型水库水温结构及水动力机制研究
8
作者 贺玉彬 时晓燕 +5 位作者 周洪举 李星皓 万欣 张红 刘昭伟 任华堂 《水力发电学报》 CSCD 北大核心 2024年第5期24-34,共11页
大型河道型水库在发挥水电效益的同时,其特有的水温分层对水环境的影响不容忽视。现有研究多偏重于水温垂向差异及时空演变规律研究,对于其形成过程的水动力影响研究尚不够深入。本研究利用数学模型模拟分析西南地区典型河道型水库—乌... 大型河道型水库在发挥水电效益的同时,其特有的水温分层对水环境的影响不容忽视。现有研究多偏重于水温垂向差异及时空演变规律研究,对于其形成过程的水动力影响研究尚不够深入。本研究利用数学模型模拟分析西南地区典型河道型水库—乌东德水库水温结构变化过程,发现水动力条件是水温结构形成的决定性因素,主温跃层的形成和演变取决于温差异重流导致的水动力机制。2—3月来水下潜于水库底部,二者界面形成主温跃层,并不断向库区下游发展;4—6月来流形成中间流,其上和其下分别形成两个温跃层;7月入库水流为上浮流,其下形成主温跃层;坝前局部区域水体主温跃层因取水孔口动力抽吸作用等温线出现局部收缩。 展开更多
关键词 河道型水库 水动力机制 水温结构 入流形态 数学模型
下载PDF
兴隆水利枢纽下游围堰缺口封堵后对河道运行的影响研究
9
作者 刘志强 陈向东 +1 位作者 邹兵 陈崇德 《长江工程职业技术学院学报》 CAS 2024年第2期20-24,共5页
兴隆水利枢纽工程被迫降低水库水位运行,影响了枢纽综合效益的正常发挥,亟需研究解决的办法。依据工程现状,采用河流动力学数学模型,研究壅高枢纽下游水位应采取的工程措施,以及实施后对下游河道运行的影响。根据模拟结果,对兴隆水利枢... 兴隆水利枢纽工程被迫降低水库水位运行,影响了枢纽综合效益的正常发挥,亟需研究解决的办法。依据工程现状,采用河流动力学数学模型,研究壅高枢纽下游水位应采取的工程措施,以及实施后对下游河道运行的影响。根据模拟结果,对兴隆水利枢纽工程下游横向围堰缺口段采用土工包方案进行封堵,封堵高程27.8m。封堵方案实施后,较好地解决了河床下切导致的枢纽通航和发电安全等问题,实现了工程正常运行和效益发挥的目标。 展开更多
关键词 水动力数学模型 缺口段封堵 河道运行 兴隆水利枢纽
下载PDF
河道疏浚工程一维、二维数值模拟比较研究
10
作者 石立君 李小超 +1 位作者 石立群 周熙 《科技创新与应用》 2024年第21期78-83,共6页
该文通过建立某河道疏浚工程河段平面一维、二维水动力数学模型,对水位进行数值模拟,进而对疏浚前后水位、流速结果进行比较分析。
关键词 一维水动力数学模型 二维水动力数学模型 流速 水位 河道疏浚工程
下载PDF
Modeling the hydrodynamics of cocurrent gas-solid downers according to energy-minimization multi-scale theory 被引量:6
11
作者 Zhixin Zhang Shanwei Hu +1 位作者 Xinhua Liu Hui Zhao 《Particuology》 SCIE EI CAS CSCD 2016年第6期110-119,共10页
Cocurrent gas-solid downer reactors have many applications in industry because they possess the tech- nological advantages of a lower pressure drop, shorter residence time, and less solid backmixing when compared with... Cocurrent gas-solid downer reactors have many applications in industry because they possess the tech- nological advantages of a lower pressure drop, shorter residence time, and less solid backmixing when compared with traditional circulating fluidized bed risers. By introducing the concept of particle clusters explicitly, a one-dimensional model with consideration of the interphase interactions between the fluid and particles at both microscale and mesoscale is formulated for concurrent downward gas-solid flow according to energy-minimization multi-scale (EMMS) theory. A unified stability condition is proposed for the differently developed sections of gas-solid flow according to the principle of the compromise in competition between dominant mechanisms. By optimizing the number density of particle clusters with respect to the stability condition, the formulated model can be numerically solved without introducing cluster-specific empirical correlations. The EMMS-based model predicts well the axial hydrodynamics of cocurrent gas-solid downers and is expected to have a wider range of applications than the existing cluster-based models. 展开更多
关键词 mathematical modeling hydrodynamics Fluidization Downer Cluster Multiscale
原文传递
HYDRODYNAMIC MODEL OF THE WEIS-FOGH HYDROFOIL 被引量:1
12
作者 Zhang She-sheng Wu Xiu-heng Wang Xian-fu(Department of mathematics, Wuhan Transportation University, Wuhan 430063, P. R. China) 《Journal of Hydrodynamics》 SCIE EI CSCD 1996年第4期35-39,共5页
The paper discusses a mathematic model of the Weis-Fogh hydrofoil under the flow upstream with a separation vortex. The analysis makes use of a single-vortex model. We establish the motion equation of the vortex and t... The paper discusses a mathematic model of the Weis-Fogh hydrofoil under the flow upstream with a separation vortex. The analysis makes use of a single-vortex model. We establish the motion equation of the vortex and the initial condition. Applying the complex function theory, we also obtain the analytic formula of the hydrodynamic integrations'which have the complex parameter and the singularity POint. The numeric results compare well with experiment. 展开更多
关键词 HYDROFOIL mathematic model hydrodynamic force
原文传递
基于MIKE11的粤港澳大湾区河涌生态补水调度方案评估
13
作者 高华勇 赵璧奎 +1 位作者 郭晓娟 谭超 《人民珠江》 2024年第7期48-57,共10页
为解决粤港澳大湾区跨境河涌鸭涌河生态补水工程与河口水闸联合调度的问题,考虑到外海潮位顶托作用显著,构建了MIKE 11一维河网水动力水质数学模型,并设计不同类型的调度方案,包括天然状态方案、现状调度方案、联合调度方案,评估各方案... 为解决粤港澳大湾区跨境河涌鸭涌河生态补水工程与河口水闸联合调度的问题,考虑到外海潮位顶托作用显著,构建了MIKE 11一维河网水动力水质数学模型,并设计不同类型的调度方案,包括天然状态方案、现状调度方案、联合调度方案,评估各方案降低污染物浓度和改善水质的效果。结果表明:在日常补水调度中,若河口水闸调度不与生态补水调度结合,鸭涌河水体更新效率偏低,若河口水闸与生态补水联合调度,在枯水期月份前5 d每天补水2 h的水质改善效果较好,电费较低,综合评价指数最优;而在汛期防洪排涝调度中,不需要进行生态补水调度。此外,水量分析结果表明,不同补水方案的综合评价指数与典型断面的进出水量、进出水量比值的响应规律相反。评估结果可为鸭涌河的水环境质量提升方案提供科学依据。 展开更多
关键词 感潮平原河网区 生态补水 水动力水质数学模型 粤港澳大湾区 鸭涌河
下载PDF
流量调节和闸门控制条件下的渠池水力响应特性研究
14
作者 胡晖 张小卫 王博 《水电能源科学》 北大核心 2024年第10期149-152,148,共5页
长距离明渠输水工程的水力调控问题直接关系到工程的安全和高效运行。当供水需求发生变化,采取合理的来水流量调节和闸门控制方案是满足下游供水目标的关键。以引汉济渭工程初期运行阶段为研究对象,建立水动力数学模型,重点对输水隧洞... 长距离明渠输水工程的水力调控问题直接关系到工程的安全和高效运行。当供水需求发生变化,采取合理的来水流量调节和闸门控制方案是满足下游供水目标的关键。以引汉济渭工程初期运行阶段为研究对象,建立水动力数学模型,重点对输水隧洞和分水池内的水力响应特性进行模拟计算和理论分析,对比了来水流量调节或闸门开度控制条件下黑河供水连通洞达到目标流量时的响应时间及分水池水位变化特征。结果表明,当闸门全开时,秦岭隧洞来水流量越大,下游水位波动出现的时间越早,渠道响应时间越短,水力响应时间随供水流量增加而呈对数函数关系递减;当秦岭隧洞来水流量保持不变时,供水流量随进水闸闸门开度增加而增大,水力响应时间随供水流量增加而呈指数函数关系递增;保持来水流量不变而仅控制闸门开度的调节方式易导致分水池水位超过侧堰顶高程,产生弃水。研究结果对优化调度策略、提高输水系统动态响应能力具有借鉴意义。 展开更多
关键词 水力特性 水动力数学模型 水力响应时间 调水工程
下载PDF
银川“西线供水”工程污染物水动力—水质传递模型
15
作者 韩新盛 何康丽 +3 位作者 杨宏娟 白鹭 孟红福 张任丽 《盐科学与化工》 CAS 2024年第10期36-39,共4页
文章采用实地测量、实验和数值计算的方法,利用分析化验、实测数据建立并验证引水管道一维水动力—水质数学模型,建立西夏水库二维水动力—水质数学模型并对水流和水质进行数值模拟。利用FLUENT软件,根据实测水文和水质数据,建立并验证... 文章采用实地测量、实验和数值计算的方法,利用分析化验、实测数据建立并验证引水管道一维水动力—水质数学模型,建立西夏水库二维水动力—水质数学模型并对水流和水质进行数值模拟。利用FLUENT软件,根据实测水文和水质数据,建立并验证适合西线供水工程的数学模型,利用建立的数学模型进行水流和水质指标浓度的数值模拟研究,验证结果基本符合实际情况,为后续以黄河水为水源的西夏水库在污染物扩散机制、预防、处理等方面开展研究提供了良好的理论保障。 展开更多
关键词 水动力—水质 数学模型 黄河水 西夏水库 水源
下载PDF
Modeling the electrostatic effect on the hydrodynamic behavior in FCC risers: From understanding to application
16
作者 Guoqiang Chen Qinglin Su Zhenghong LUO 《Particuology》 SCIE EI CAS CSCD 2016年第2期122-132,共11页
A CFD simulation was proposed to investigate the electrostatic effect on the hydrodynamic behavior of turbulent gas-solid flow in FCC risers. The simulation was first verified using the open experimental data with exp... A CFD simulation was proposed to investigate the electrostatic effect on the hydrodynamic behavior of turbulent gas-solid flow in FCC risers. The simulation was first verified using the open experimental data with expected electrostatic effects observed in FCC risers. The influences of several operating parameters on the degree of electrification in FCC risers were analyzed, such as surface charge densities, pressure, gas velocity. It was noted that the gas velocity played a highly significant role compared with solid flux, while the effect of pressure was relatively weak. Further analysis showed that a much stronger electrostatic effect was found in small-scale FCC risers than their large-scale counterparts, and in addition, the major regions affected by the electrostatic charge depend on the scale of the riser. Finally, an external electric field was applied to optimize the flow field distribution in the FCC riser. The results of the electrostatic effects on the hydrodynamic behaviors in FCC risers are of great use in providing a reference for the optimization of FCC risers and their scaling. 展开更多
关键词 Multiphase flow mathematical modeling hydrodynamics FCC riser Electrostatic effect
原文传递
水动力条件下底泥中氮磷释放通量 被引量:64
17
作者 李一平 逄勇 +5 位作者 吕俊 张刚 丁玲 彭进平 王超 范丽丽 《湖泊科学》 EI CAS CSCD 2004年第4期318-324,共7页
在环形水槽内模拟了水动力条件下底泥的起动规律,分析了底泥运动的不同状态该环形水槽内水体流速基本均匀,水槽转速与槽内水体流速能够精确的相互转换,实验中通过改变水槽转速模拟了不同扰动强度下底泥悬浮和释放的规律.以太湖底泥为例... 在环形水槽内模拟了水动力条件下底泥的起动规律,分析了底泥运动的不同状态该环形水槽内水体流速基本均匀,水槽转速与槽内水体流速能够精确的相互转换,实验中通过改变水槽转速模拟了不同扰动强度下底泥悬浮和释放的规律.以太湖底泥为例,通过上覆水中TN、TP浓度的变化,建立了底泥中TN、TP的释放通量(y)与水流(x)的关系,其表达式为TN:y=137.88e0.06x,(R2=0.94);TP:y=36.78e0.56x(R2=0.97);并将该实验结果应用在太湖的水量水质模型中,取得了比较满意的效果. 展开更多
关键词 底泥 磷释放 TN 释放通量 水体 太湖 上覆水 水动力条件 流速 水槽
下载PDF
天然河道冰塞演变发展的数值模拟 被引量:36
18
作者 茅泽育 吴剑疆 +1 位作者 张磊 张瑞廷 《水科学进展》 EI CAS CSCD 北大核心 2003年第6期700-705,共6页
应用河流动力学和热力学等原理,建立了冰塞形成及演变发展的冰水耦合的综合动态数学模型,并利用黄河河曲段原型实测资料进行了验证,同时对冰塞体厚度和水位的演变规律进行了研究分析。计算结果表明:提出的数值模型能较好地模拟河道封冻... 应用河流动力学和热力学等原理,建立了冰塞形成及演变发展的冰水耦合的综合动态数学模型,并利用黄河河曲段原型实测资料进行了验证,同时对冰塞体厚度和水位的演变规律进行了研究分析。计算结果表明:提出的数值模型能较好地模拟河道封冻过程中冰塞体的发展演变过程。 展开更多
关键词 天然河道 河道冰塞 河流冰情 凌汛 数值计算 河冰水力学
下载PDF
内循环流化床结构参数及其反应器性能的相关性 被引量:29
19
作者 韦朝海 谢波 +1 位作者 张献忠 钱宇 《高校化学工程学报》 EI CAS CSCD 北大核心 2001年第3期236-241,共6页
内循环三相流化床在化学工程、生物工程及废水处理等领域中均有广泛的应用前景,目前影响这类反应器成功应用于实际废水生物处理的主要原因是缺乏系统的反应器结构参数与反应器性能的相关性分析与量化关系模型,无法实现不同规模与不同... 内循环三相流化床在化学工程、生物工程及废水处理等领域中均有广泛的应用前景,目前影响这类反应器成功应用于实际废水生物处理的主要原因是缺乏系统的反应器结构参数与反应器性能的相关性分析与量化关系模型,无法实现不同规模与不同应用目标的系统优化设计。基于此,设计了不同尺寸和内构件的反应器,系统研究主要结构参数包括升流管与反应器直径之比、反应器高径比、升流管上方液面高度、底隙高度以及操作参数如固相负荷及通气量等因素对内循环流化床反应器流体力学与传质特性的影响规律; 实验分析主要过程参数如气含率、液体循环速度、氧传递系数及混合时间与结构参数、操作参数的相关性。通过总结归纳,分别给出了定量、半定量或定性方面的结论,为反应器的结构放大和性能变化预测提供理论基础。 展开更多
关键词 内循环三相流化床 结构参数 反应器性能 相关性 废水处理 设备
下载PDF
湖泊流体动力学模型及其应用 被引量:8
20
作者 高庆先 胡铭 +2 位作者 杨新兴 金相灿 徐南妮 《环境科学研究》 EI CAS CSCD 北大核心 2001年第6期29-32,39,共5页
从二维浅水非固定流的控制方程和湖水稀释自净方程出发 ,建立了一个湖泊流体动力学模型。并根据天津于桥水库的实际情况 ,对该水库引水期和非引水期的水污染情况进行了模拟试验。试验结果表明 ,在设置水库初始质量浓度为零的情况下 ,引... 从二维浅水非固定流的控制方程和湖水稀释自净方程出发 ,建立了一个湖泊流体动力学模型。并根据天津于桥水库的实际情况 ,对该水库引水期和非引水期的水污染情况进行了模拟试验。试验结果表明 ,在设置水库初始质量浓度为零的情况下 ,引水期开始后 ,TN由果河入库处逐渐向库中心扩散。 96h后基本上扩散到整个水库 ,随后出现稳定的分布状态。水库中出现一些高值中心与水库的基本形态和动力参数(如水库形状、边摩擦、底摩擦以及风应力等参数 )有关 ;在非引水期 ,于桥水库的总磷、总氮等污染物的分布较引水期变化缓慢、简单 ,而且 ,污染物的含量相对较小。 展开更多
关键词 湖泊动力学 水库动力学 数学模型 流体动力学
下载PDF
上一页 1 2 9 下一页 到第
使用帮助 返回顶部