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安康枢纽回水变动区河段的通航水流条件既受上游石泉枢纽日调节影响,又受下游安康枢纽水库调度的影响。河道水流既有山区河流滩险水流特性,又有库区河道水流特点。同时,该河段为连续急流弯道段,研究难度大。文中采用平面二维水流数学模型的技术手段,研究回水变动区河段滩险整治工程方案。针对天然河道边界复杂等特点,研究采用正交贴体网格。在此基础上建立了平面二维水流数学模型。采用有限体积法对平面二维水流控制方程进行了离散。对安康枢纽回水变动区天然情况下的水位、比降及水流流速等进行了验证计算及分析,验证结果表明,所采用的数学模型和计算方法能够准确模拟枢纽回水变动区的水流运动特性。根据河段的河道特性、河床演变特点及碍航特点,提出了航道整治原则。在上述整治原则的基础上,对安康枢纽回水变动区河段滩险整治方案效果进行了计算分析,并提出了能够达到设计航道尺度的整治工程方案。 相似文献
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在正交贴体坐标系下建立长河段的二维水流数学模型,并详细阐述模型的主要方程、给定的边界条件、动边界的处理技术和数值计算方法等.根据广西右江那吉—鱼梁河段的实测资料,验证该模型的合理性和适用性,探讨关于长河段航道治理的相关问题,并采用Matlable可视化技术对河道地形进行演示. 相似文献
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青岩子河段航道整治方案数值模拟研究 总被引:1,自引:0,他引:1
应用改进后的二维水流泥沙数学模型进行了三峡建库后156m,175m蓄水期整治前后青岩子河段冲淤变化的计算,对该河段各蓄水期整治措施提出参考方案。 相似文献
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A general model shell, ROSS3, is developed for simulating oil spills in complex river systems using techniques which have not been previously exploited in oil spill models. ROSS3's new approach has several advantages over the approach to model oil spills in the past: (a) The use of a time-varying boundary-fitted coordinate system that allows accurate accounting for complex river/lake boundary as well as the river boundary changes as its water levels fluctuate; (b) The ability to confine two-dimensional hydrodynamic computations to a limited river reach; (c) The ability to interactively layout the channel networks for setting up the model, define extra cross sections to increase the accuracy if needed, in addition to the traditional data entry and visualization interfaces.ROSS3 is a two-layer two-dimensional oip spill model that can simulate the mechanism of advection, horizontal diffusion, mechanical spreading, shoreline deposition, evaporation, dissolution, vertical mixing, resurfacing and sinking. In ROSS3 spilled oil may be a surface slick or suspended oil droplets, or a combination of both. Both free surface and ice cover conditions can be simulated. The flow of conditions can be varied and the unsteady flow model can be run within ROSS3 to simulate the flow conditions in both the river and the lake. The ice conditions can be added or removed from the model input using easy interactive procedures. 相似文献
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Takuya Ohmori 《Journal of Marine Science and Technology》1998,3(2):82-93
A finite-volume method of computing the viscous flow field about a ship in maneuvering motion was developed. The time-dependent
Navier-Stokes equation discretized in the generalized boundary-fitted curvilinear coordinate system is solved numerically.
A third-order upwind differencing scheme, a marker and cell (MAC)-type explicit time marching solution algorithm and a simplified
subgrid scale (SGS) turbulence model are adopted. The simulation method is formulated, including the movement of a computational
grid fitted to the body boundary that allows computation of the flow field around a body under unsteady motion.
To estimate the maneuvering ability of a ship, the accurate prediction of the hydrodynamic forces and moments of the hull
is important. Therefore, experimental methods of finding the hydrodynamic forces of a ship in maneuvering motion, such as
the oblique towing test, the circular motion test (CMT) and planar motion mechanism (PMM) test, were established. Numerical
simulation methods for those captive model experiments were developed introducing computational fluid dynamics (CFD).
First, numerical methods for steady oblique tow and steady turn simulation were developed and then extended to unsteady forced
motion. Simulations were conducted about several realistic hulls, and the results were verified by comparisons with measured
results obtained in model experiments. Hydrodynamic forces and the moment, the longitudinal distribution of the hydrodynamic
lateral force, and the pressure distribution on the hull surface showed good agreement. 相似文献
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通过丁坝对水流进行控制是航道整治中常用的工程措施,丁坝附近水流呈强紊动特性,大涡模拟相对于基于雷诺方程的时均模型对涡旋有较强的捕捉能力。在直角坐标系的基础上,将大涡模拟中的亚格子应力模型(SGS模型)引入河道水流平面二维数学模型中,通过盒式滤波函数将控制方程进行滤波,大尺度量通过控制方程直接求解,小尺度量借助Smagorinsky提出的亚格子尺度应力模型进行求解。采用空间等步长的正方形网格和交替方向隐式差分法对其控制方程进行离散求解。将模型初步应用于非淹没丁坝绕流的数值模拟中,计算结果表明,该模型对湍流旋涡的捕捉和水深计算较为合理,计算精度可满足工程实践要求。 相似文献
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以涪陵—洛碛水道上的上洛碛至下洛碛河段为研究区域,在测量比尺为1∶1 000的实测河道地形图上建立无结构化三角形网格水动力模型,基于有限体积法求解平面二维水动力方程,研究了在多组相对网格比取值下的模型计算结果变化趋势。研究发现:相对网格比的变化对河滩内计算点的计算结果影响远大于对河槽内计算点计算结果的影响。当相对网格比小于1,河道内水动力模型计算结果变化甚微,尤其是此时河槽内平均相对偏差接近于0;当相对网格比大于1,模型计算结果的平均相对偏差逐渐上升,当相对网格比足够大后开始趋稳,河滩内计算结果的平均相对偏差整体增幅大于河槽。随着相对网格比的增大,不同水深段区域内的水动力模型计算结果平均相对偏差变化程度不同。 相似文献
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为建立复杂外形潜水器精确的动力学模型,并基于模型设计控制算法,本文以DOE HD2+2无人遥控潜水器(ROV)为对象,应用计算流体力学(CFD)粘流方法与面元法预测水动力系数.为提高计算速度,在保证计算精度的前提下,采用多面体网格,进行网格优化,减少了流体域的网格总数.由于ROV几何外形不对称,基于最小二乘法分段拟合了阻尼力/力矩与速度的曲线,建立了耦合的阻尼矩阵和附加质量矩阵.最后,基于CFD计算的水动力系数建立了Matlab Simulink动力学仿真模型,并通过水池操控实验对所建动力学模型进行了有效性验证. 相似文献