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三维水流方程迭代求解时的不同步修正 被引量:2
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作者 陈雄波 张浩 唐梅英 《人民黄河》 CAS 北大核心 2008年第1期30-32,共3页
针对三维水流方程迭代求解时,计算初始阶段速度场、自由水面、涡黏性系数的相对修正幅度不同,方程求解时有可能出现误差累积,导致计算发散的问题,提出采用不同步修正方法来避免这种现象的出现,即在计算的初始若干步内,不严格按照常规迭... 针对三维水流方程迭代求解时,计算初始阶段速度场、自由水面、涡黏性系数的相对修正幅度不同,方程求解时有可能出现误差累积,导致计算发散的问题,提出采用不同步修正方法来避免这种现象的出现,即在计算的初始若干步内,不严格按照常规迭代格式计算自由水面和涡黏性系数,以增强算法的健壮性。实例检验表明,不同步修正方法对于避免方程求解发散是有效的。 展开更多
关键词 明渠流 有限体积法 不同步修正 迭代求解 三维水流方程
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Flow over Broad Crested Weirs: Comparison of 2D and 3D Models
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作者 Shaymaa A. M. Al-Hashimi Huda M. Madhloom +2 位作者 Rasul M. Khalaf Thameen N. Nahi Nadhir A. AI-Ansari 《Journal of Civil Engineering and Architecture》 2017年第8期769-779,共11页
The flow over broad-crested weirs was simulated by computational fluid dynamic model. The water surface profile over broad crested weir was measured in a laboratory model and validated using two and three dimensional ... The flow over broad-crested weirs was simulated by computational fluid dynamic model. The water surface profile over broad crested weir was measured in a laboratory model and validated using two and three dimensional Fluent programs. The Reynolds Averaged Navier-Stokes equations coupled with the turbulent standard (k-ε) model and volume of fluid method were applied to estimate the water surface profile. The results of numerical model were compared with experimental results to evaluate the ability of model in describing the behaviour of water surface profile over the weir. The results indicated that the 3D required more time in comparison with 2D results and the flow over weir changed from subcritical flow at the upstream (U/S) face of weir to critical flow over the crest and to supercritical flow at downstream (D/S). A reasonable agreement was noticed between numerical results and experimental observations with mean error less than 2 %. 展开更多
关键词 Broad-crested weir discharge coefficient subcritical flow numerical CFD Fluent.
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