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梯形迷宫堰数值模拟及体型优化设计

张丰丽 王正中 王必华 石娇 王羿

人民黄河2016,Vol.38Issue(5):95-99,5.
人民黄河2016,Vol.38Issue(5):95-99,5.DOI:10.3969/j.issn.1000-1379.2016.05.023

梯形迷宫堰数值模拟及体型优化设计

Numerical Simulation and Research on Body Type Optimal Design Method of Trapezoidal Labyrinth Weir

张丰丽 1王正中 1王必华 2石娇 1王羿1

作者信息

  • 1. 西北农林科技大学 水利与建筑工程学院,陕西 杨陵712100
  • 2. 荆门市水利勘察设计院,湖北 荆门448000
  • 折叠

摘要

Abstract

The turbulence model was applied to simulate the turbulent overflow of labyrinth weirs, VOF method which made tracks for free surface and air⁃water multiphase flow models was introduced and the computational results fitted with experimental data. The result shows that numerical simulation can be widely used to compute labyrinth weir discharge capacity and solve the discharging problems. In order to raise normal water level and realize the aim of rain and flood efficient and safe utilization, the author built a trapezoidal labyrinth weir model with design principle, objective function and constraints, used Shilu Reservoir as an example to analyze and calculate the model with UWRL flow⁃meter algorithm and then judged the feasibility with safety review methods of the dam crest elevation. The results show that using the method can not only improve reservoir flood storage capacity, but also keep the dam discharge safely, which fits the principle of rain and flood efficient and safe utilization very well.

关键词

梯形迷宫堰/数值模拟/优化设计/泄流能力

Key words

trapezoidal labyrinth weir/numerical simulation/optimal design method/discharge capacity

分类

建筑与水利

引用本文复制引用

张丰丽,王正中,王必华,石娇,王羿..梯形迷宫堰数值模拟及体型优化设计[J].人民黄河,2016,38(5):95-99,5.

基金项目

“十二五”国家科技支撑计划项目(2012BAD10B02)。 ()

人民黄河

OA北大核心CSTPCD

1000-1379

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