长江科学院院报 ›› 2013, Vol. 30 ›› Issue (9): 1-4.

• 江湖泥沙与治理 •    下一篇

沙坑局部含沙水流特性的数值模拟研究

李健,金中武,杨文俊   

  1. 长江科学院 河流研究所,武汉 430010
  • 收稿日期:2013-07-27 修回日期:2013-09-18 出版日期:2013-09-15 发布日期:2013-09-18
  • 作者简介:李 健(1984-),男,安徽金寨人,工程师,博士,从事河流水质数值模拟研究,(电话)15827130784 (电子信箱)lijian_cky@hotmail.com。
  • 基金资助:

    国家自然科学基金面上项目(51079008)

Numerical Simulation of Water Flow and Sand Distribution around Sand-pit

LI Jian, JIN Zhong-wu, YANG Wen-jun   

  1. River Department, Yangtze River Scientific Research Institute, Wuhan 430010, China
  • Received:2013-07-27 Revised:2013-09-18 Published:2013-09-15 Online:2013-09-18

摘要:

分析了FLUENT流体商业软件用于河流动力学问题研究的难点和可行性,应用混合物模型对存在矩形沙坑的河道分清水和含沙水流2种情况进行了数值模拟并对比分析。计算结果表明:水沙耦合计算模式的混合物模型可以较好地模拟河道中的水沙两相流输移现象;泥沙相对流体的动量影响明显,且降低了收敛速度;泥沙会抑制水流的内部紊动。沙坑内部拐角处会形成涡旋的次生流,造成向上游的溯源冲刷和下游的淤积。

关键词: 水沙二相流, 混合物模型, 矩形沙坑, 立面二维模型

Abstract:

The difficulty and feasibility of applying FLUENT software to river dynamics were analyzed. The mixture model was used to simulate the river with rectangular sand pit in two conditions (clear water and sediment-laden water). Results show that the coupled calculation of the sediment laden water could well simulate the two-phase water-sediment transport in river. The existence of sediment influences the momentum variation of water, reduces the convergence speed of the modeling, and also restrains the turbulence of water. Secondary vortex flow forms at the sand pit corner which will cause scouring towards the upstream and deposit in the downstream.

Key words: sediment-laden flow, mixture model, rectangular sand-pit, vertical 2-dimensional model

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