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水电站枢纽坝区泥沙二维数模计算研究 被引量:3
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作者 李国斌 李昌华 《水道港口》 1994年第3期7-14,28,共9页
本文研究了水电站枢纽坝区泥沙二维数模计算的各个方面。根据平面二维水深平均水沙运动方程组,考虑了悬移质及推移质的分组输移,并利用控制体积法离散各个方程,导得离散格式,用SIM-PLER程式求解耦合方程,并用一维泥沙数学模型的水沙计... 本文研究了水电站枢纽坝区泥沙二维数模计算的各个方面。根据平面二维水深平均水沙运动方程组,考虑了悬移质及推移质的分组输移,并利用控制体积法离散各个方程,导得离散格式,用SIM-PLER程式求解耦合方程,并用一维泥沙数学模型的水沙计算成果作为进口边界条件。作为例子,作了金沙江某水电站枢纽两岸厂房方案电站运用50年的二维泥沙冲淤计算,得到坝前1100m范围内流场及泥沙淤积过程、淤积数量和淤积形态,其结果可供水电站可行性阶段工程设计参考。 展开更多
关键词 水电站枢纽 坝区泥沙 二维数模 计算研究 悬移质 推移质 控制体积法
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基于二维数模计算的山区河道滩地修复设计
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作者 朱晓骏 胡海霞 王坤雪 《浙江水利科技》 2023年第1期87-92,98,共7页
基于目前山区性河道滩地萎缩现状,以浙江省青田县城区太鹤滩地为例,通过建立二维数学模型,分析不同重现期标准及修复设计方案下,河床冲淤变化,得出水位、流速等相关流场参数,并以此为依据深化设计方案,为滩地生态修复设计提供思路。
关键词 二维数模 山区性河道 滩地修复
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二维数学模型在防洪评价壅水计算中的应用 被引量:8
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作者 高国明 梁煦枫 《吉林水利》 2015年第8期43-46,共4页
依据《防洪法》等有关规定,对河道管理范围内的建设项目和位于河流影响范围内的重要建设项目应进行防洪影响评价,重要的防洪工程应运用数学模型分析计算。选用数学模型时,可根据实际情况,在满足工程实际的需要条件下,适当的选用一维或... 依据《防洪法》等有关规定,对河道管理范围内的建设项目和位于河流影响范围内的重要建设项目应进行防洪影响评价,重要的防洪工程应运用数学模型分析计算。选用数学模型时,可根据实际情况,在满足工程实际的需要条件下,适当的选用一维或二维数学模型。本文运用二维数学模型对吉林油田新民采油厂拟在河道滩地内新建油井工程进行壅水计算,并采用经验公式法进行校核。结果表明:对于河道内复杂地形及建筑物的防洪评价壅水计算,相比二维模型计算结果,经验公式计算结果偏小,采用二维模型计算结果进行防洪评价,结论更安全、可靠。 展开更多
关键词 二维数模 防洪评价 壅水计算
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山区河流二维阻力特性研究 被引量:6
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作者 吴修广 王平义 《重庆交通学院学报》 2001年第3期102-105,109,共5页
针对目前平面二维水流计算中阻力确定困难 ,在前人工作的基础上 ,通过对大量山区河流水流资料的整理 ,分析了平面二维总阻力的计算方法 ,并提出了山区河流二维糙率计算的经验公式 。
关键词 山区河流 糙率 阻力 平面水流数模 河流阻力 计算方法
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闸上河道规模对行洪影响分析 被引量:1
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作者 包中进 王自明 +1 位作者 韩晓维 史斌 《中国农村水利水电》 北大核心 2020年第9期217-221,共5页
闸坝工程建设后往往会抬高上游河道洪水位,对两岸的防洪不利,因此需要采取应对措施以抵消其不利影响。以某工程建设拦河闸枢纽为例,采用平面二维数学模型,对两种方案沿程洪水位变化、影响范围以及洪水过程线的变化进行了分析。研究表明... 闸坝工程建设后往往会抬高上游河道洪水位,对两岸的防洪不利,因此需要采取应对措施以抵消其不利影响。以某工程建设拦河闸枢纽为例,采用平面二维数学模型,对两种方案沿程洪水位变化、影响范围以及洪水过程线的变化进行了分析。研究表明:拦河闸闸上河道规模扩大后,库区上游500~1000 m左右水位较常规方案有所抬高,但是幅度不大,库区上游1 km以外4~8 km范围内水位较常规方案大幅度降低,防洪效益明显。上游通过扩大闸前河道规模的方法,可达到既满足供水要求又能降低上游洪水位的目的。研究成果可供类似工程参考应用。 展开更多
关键词 闸坝枢纽 河道规模 二维数模 洪水过程 影响范围
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Numerical Analysis of Steady Smoldering of Biomass Rods
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作者 Zhao Wentao Yu Guangxin +3 位作者 Zhang Yi Wang Youtang Zhou Dan He Fang 《燃烧科学与技术》 CAS CSCD 北大核心 2024年第5期507-519,共13页
Understanding the steady mechanism of biomass smoldering plays a great role in the utilization of smoldering technology.In this study numerical analysis of steady smoldering of biomass rods was performed.A two-dimensi... Understanding the steady mechanism of biomass smoldering plays a great role in the utilization of smoldering technology.In this study numerical analysis of steady smoldering of biomass rods was performed.A two-dimensional(2D)steady model taking into account both char oxidation and pyrolysis was developed on the basis of a calculated propagation velocity according to empirical correlation.The model was validated against the smoldering experiment of biomass rods under natural conditions,and the maximum error was smaller than 31%.Parameter sensitivity analysis found that propagation velocity decreases significantly while oxidation area and pyrolysis zone increase significantly with the increasing diameter of rod fuel. 展开更多
关键词 steady smoldering biomass rod numerical analysis 2D steady model sensitivity analysis
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DIRECT NUMERICAL SIMULATION OF VIBRATIONINDUCED T-S WAVE ON BOUNDARY LAYER WALL
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作者 曹卫东 李跃 蒋婷 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI 2009年第4期274-279,共6页
The spatial growth of the disturbance in the boundary layer is directly numerically simulated, and the receptivity of the Blasius basic flow to the local two-dimensional (2-D) sustainable micro-vibration is investig... The spatial growth of the disturbance in the boundary layer is directly numerically simulated, and the receptivity of the Blasius basic flow to the local two-dimensional (2-D) sustainable micro-vibration is investigated. Results show that the disturbance velocity presents the sine vibration features with the change of time, and the vibration period is identical to the vibration of the local wall. The disturbance velocity presents the fluctuation feature downstream, and the streamwise wave length approximates to the results from the Orr-Sommerfeld equation (OSE). The growth rate from direct numerical simulation(DNS) is a little greater than that from OSE, and their trends are almost consistent. Under the condition of Re= 2 800, the disturbance amplitude gradually grows in the given computational region with the period T=30. However, it firstly increases and then decreases with the period T= 20. The disturbance harmonic of the former is obviously larger than that of the latter. The maximum streamwise and vertical disturbance velocities from DNS do not fully coincide with those from OSE at the vicinity of the local vibration wall, but coincide well with the former when they travel downstream. The 2-D disturbance induced by the local micro-vibration represents the form of Tollmien-Schlichting (T-S) wave on the boundary layer. 展开更多
关键词 boundary layers direct numerical simulation vibrations DISTURBANCE 2-D T-S wave
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航运码头边坡影响因素分析及影响规律研究
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作者 傅贵 《吉林水利》 2014年第8期27-29,共3页
在以往的航运码头工程建设中,由于码头工程结构复杂、自重大、受力集中等特性,往往给码头地基基础造成极大的负担,严重影响航运码头边坡的稳定性,本文在此背景下,结合二维数模计算结果以及大量实测资料,对航运码头边坡影响因素及影响规... 在以往的航运码头工程建设中,由于码头工程结构复杂、自重大、受力集中等特性,往往给码头地基基础造成极大的负担,严重影响航运码头边坡的稳定性,本文在此背景下,结合二维数模计算结果以及大量实测资料,对航运码头边坡影响因素及影响规律进行了详细的分析与研究,本文研究结论可为同类工程提供重要的参考与借鉴,具有十分重要的意义。 展开更多
关键词 航运码头 地基受力 边坡稳定 二维数模 水平位移
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航运码头边坡影响因素分析及影响规律研究
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作者 程星 傅贵 《浙江水利水电学院学报》 2014年第3期10-12,共3页
码头工程结构复杂、自重大、受力集中,往往给码头地基基础造成极大的负担,严重影响航运码头边坡的稳定性.以江苏省连云港港疏港区某沿海航运码头为例,结合二维数模计算结果以及大量实测资料,对航运码头边坡影响因素及影响规律进行了分析... 码头工程结构复杂、自重大、受力集中,往往给码头地基基础造成极大的负担,严重影响航运码头边坡的稳定性.以江苏省连云港港疏港区某沿海航运码头为例,结合二维数模计算结果以及大量实测资料,对航运码头边坡影响因素及影响规律进行了分析,发现整个施工期内码头边坡土体的水平位移码头后方堆载引起的水平位移、码头打桩引起的水平位移以及码头边坡开挖引起的水平位移这三部分组成,且这三个因素对码头岸坡稳定的影响作用逐次减小. 展开更多
关键词 航运码头 地基受力 边坡稳定 二维数模
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组合进水塔在塔日勒嘎水电站工程中的应用
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作者 申幸志 《湖南水利水电》 2015年第3期9-12,共4页
新疆克州塔日勒嘎水电站为克孜河水电规划的第二个梯级,因河水泥沙含量高,库沙比小,泥沙问题相当突出。经综合分析比较,选用组合式进水塔的进水口布置形式,较好地保证了电站进水口"门前清",改善了过机含沙量及级配。文章根据... 新疆克州塔日勒嘎水电站为克孜河水电规划的第二个梯级,因河水泥沙含量高,库沙比小,泥沙问题相当突出。经综合分析比较,选用组合式进水塔的进水口布置形式,较好地保证了电站进水口"门前清",改善了过机含沙量及级配。文章根据工程特点,合理地进行建筑物布置和选择,经理论计算与模型试验检验,效果较好,可为类似工程防沙设计参考。 展开更多
关键词 高含沙量 泄洪冲沙洞 发电引水洞 组合进水塔 二维数模计算 物模试验
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不同插值算法在数学模型地形概化中的应用研究——以滹沱河高标准行洪区行洪通道规模研究项目为例
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作者 张昊 杨艳玲 +2 位作者 赵子岳 赵伟 韩姝娴 《河北水利》 2021年第2期29-31,共3页
以滹沱河(南水北调—机场路段)南岸高标准行洪区为例,利用一二维耦合数学模型演进的方法,对行洪区通道规模进行方案比选,而水位、水深、流速等要素是重要参考依据。模拟成果受地形测量数据精度的制约,不同插值算法的选择与组合应用,也... 以滹沱河(南水北调—机场路段)南岸高标准行洪区为例,利用一二维耦合数学模型演进的方法,对行洪区通道规模进行方案比选,而水位、水深、流速等要素是重要参考依据。模拟成果受地形测量数据精度的制约,不同插值算法的选择与组合应用,也会对区域地形的合理概化产生较大影响。利用误差、标准误差、相对误差分布图及表,对不同插值算法优劣指标进行量化;对平原区较大范围地形插值时,也可根据采样数据疏密程度和网格剖分尺度,分区域采用不同的插值算法进行插值,具有一定的参考价值。 展开更多
关键词 行洪通道 二维数模 插值算法
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CFD Simulation of Fixed and Variable Pitch Vertical Axis Tidal Turbine 被引量:5
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作者 Qihu Sheng Syed Shah Khalid +3 位作者 Zhimin Xiong Zhimin Xiong Ghazala Sahib Liang Zhang 《Journal of Marine Science and Application》 2013年第2期185-192,共8页
In this paper, hydrodynamic analysis of vertical axis tidal turbine (both fixed pitch & variable pitch) is numerically analyzed. Two-dimensional numerical modeling & simulation of the unsteady flow through the bla... In this paper, hydrodynamic analysis of vertical axis tidal turbine (both fixed pitch & variable pitch) is numerically analyzed. Two-dimensional numerical modeling & simulation of the unsteady flow through the blades of the turbine is performed using ANSYS CFX, hereafter CFX, which is based on a Reynolds-Averaged Navier-Stokes (RANS) model. A transient simulation is done for fixed pitch and variable pitch vertical axis tidal turbine using a Shear Stress Transport turbulence (SST) scheme. Main hydrodynamic parameters like torque T, combined moment CM, coefficients of performance Cp and coefficient of torque Cr, etc. are investigated. The modeling and meshing of turbine rotor is performed in ICEM-CFD. Moreover, the difference in meshing schemes between fixed pitch and variable pitch is also mentioned. Mesh motion option is employed for variable pitch turbine. This article is one part of the ongoing research on tm'bine design and developments. The numerical simulation results are validated with well reputed analytical results performed by Edinburgh Design Ltd. The article concludes with a parametric study of turbine performance, comparison between fixed and variable pitch operation for a four-bladed turbine. It is found that for variable pitch we get maximum Ce and peak power at smaller revolution per minute N and tip sped ratio 2. 展开更多
关键词 vertical axis turbine tidal energy fixed pitch variable pitch
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Numerical Simulation of the Flow around Two-dimensional Partially Cavitating Hydrofoils 被引量:2
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作者 Fahri Celik Yasemin Arikan Ozden Sakir Bal 《Journal of Marine Science and Application》 2014年第3期245-254,共10页
In the present study, a new approach is applied to the cavity prediction for two-dimensional (2D) hydrofoils by the potential based boundary element method (BEM). The boundary element method is treated with the so... In the present study, a new approach is applied to the cavity prediction for two-dimensional (2D) hydrofoils by the potential based boundary element method (BEM). The boundary element method is treated with the source and doublet distributions on the panel surface and cavity surface by usethe of the Dirichlet type boundary conditions. An iterative solution approach is used to determine the cavity shape on partially cavitating hydrofoils. In the case of a specified cavitation number and cavity length, the iterative solution method proceeds by addition or subtraction of a displacement thickness on the cavity surface of the hydrofoil. The appropriate cavity shape is obtained by the dynamic boundary condition of the cavity surface and the kinematic boundary condition of the whole foil surface including the cavity. For a given cavitation number the cavity length of the 2D hydrofoil is determined according to the minimum error criterion among different cavity lengths, which satisfies the dynamic boundary condition on the cavity surface. The NACA 16006, NACA 16012 and NACA 16015 hydrofoil sections are investigated for two angles of attack. The results are compared with other potential based boundary element codes, the PCPAN and a commercial CFD code (FLUENT). Consequently, it has been shown that the results obtained from the two dimensional approach are consistent with those obtained from the others. 展开更多
关键词 boundary element method (BEM):sheet cavitation CFD HYDROFOIL cavity closure model 2D hydrofoils
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Two-dimensional Numerical Simulation of an Elastic Wedge Water Entry by a Coupled FDM-FEM Method
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作者 Kangping Liao Changhong Hu Wenyang Duan 《Journal of Marine Science and Application》 2013年第2期163-169,共7页
Hydroelastic behavior of an elastic wedge impacting on calm water surface was investigated. A partitioned approach by coupling finite difference method (FDM) and finite element method (FEM) was developed to analyz... Hydroelastic behavior of an elastic wedge impacting on calm water surface was investigated. A partitioned approach by coupling finite difference method (FDM) and finite element method (FEM) was developed to analyze the fluid structure interaction (FSI) problem. The FDM, in which the Constraint Interpolation Profile (CIP) method was applied, was used for solving the flow field in a fixed regular Cartesian grid system. Free surface was captured by the Tangent of Hyperbola for Interface Capturing with Slope Weighting (THINC/SW) scheme. The FEM was applied for calculating the structural deformation. A volume weighted method, which was based on the immersed boundary (IB) method, was adopted for coupling the FDM and the FEM together. An elastic wedge water entry problem was calculated by the coupled FDM-FEM method. Also a comparison between the current numerical results and the published results indicate that the coupled FDM-FEM method has reasonably good accuracy in predicting the impact force. 展开更多
关键词 elastic wedge water entry coupled FDM-FEM method volume weighted method CIP method THINC/SW scheme hydroelastic behavior
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Numerical Investigation on Two-dimensional Boundary Layer Flow with Transition
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作者 Yong Zhao Tianlin Wang Zhi Zong 《Journal of Marine Science and Application》 2014年第4期388-393,共6页
As a basic problem in many engineering applications, transition from laminar to turbulence still remains a difficult problem in computational fluid dynamics (CFD). A numerical study of one transitional flow in two-d... As a basic problem in many engineering applications, transition from laminar to turbulence still remains a difficult problem in computational fluid dynamics (CFD). A numerical study of one transitional flow in two-dimensional is conducted by Reynolds averaged numerical simulation (RANS) in this paper. Turbulence model plays a significant role in the complex flows' simulation, and four advanced turbulence models are evaluated. Numerical solution of frictional resistance coefficient is compared with the measured one in the transitional zone, which indicates that Wilcox (2006) k-ω model with correction is the best candidate. Comparisons of numerical and analytical solutions for dimensionless velocity show that averaged streamwise dimensionless velocity profiles correct the shape rapidly in transitional region. Furthermore, turbulence quantities such as turbulence kinetic energy, eddy viscosity, and Reynolds stress are also studied, which are helpful to learn the transition's behavior. 展开更多
关键词 transitional boundary layer flow Reynolds averaged numerical simulation (RANS) turbulence models low Reynolds correction Reynolds stress eddy viscosity
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