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双层悬栅消力池的水力特性数值模拟

蒋健楠 牧振伟 张佳祎 牛涛 贾萍阳

南水北调与水利科技Issue(1):124-130,7.
南水北调与水利科技Issue(1):124-130,7.DOI:10.13476/j.cnki.nsbdqk.2016.01.021

双层悬栅消力池的水力特性数值模拟

Numerical simulation for hydraulic characteristics of double suspended grid in the stilling basin

蒋健楠 1牧振伟 1张佳祎 1牛涛 1贾萍阳1

作者信息

  • 1. 新疆农业大学 水利与土木工程学院,乌鲁木齐 830052
  • 折叠

摘要

Abstract

Through physical model experiment, it is hard to get detailed hydraulic parameter data such as velocity, pressure, etc. To cope, t he paper uses fluid dynamics software FLUENT to set up RNG k- ε double-equation turbulence model to make nu-merical simulation, so as to get hydraulic parameters such as maximal water dept h, flow pattern, velocity and pressure, et c. Then makes analysis of comparison betw een mat hematical model calculat ed value and physical model experimental value, and makes a-nalysis of comparison among numerical model calculated values. T he result show s the mat hematical model calculated value and physical model experimental value are roughly identical, and the error between calculated value and experimental value is small when double suspended grid is arranged. The double suspended grid has st rong capacit y to make current generate swirl, hence small impact on apron slab by current , and low ered surge at the apron slab, larger eff ect on the pressure change, which show s double suspended grid has better performance in eliminating wave and stabilizing current.

关键词

双层悬栅/数值模拟/RNGk-ε/最大水深/流态/流速/压强

Key words

double suspended grid/numerical simulation/RNG k- ε/maximal w ater depth/flow pattern/velocity/pressure

分类

建筑与水利

引用本文复制引用

蒋健楠,牧振伟,张佳祎,牛涛,贾萍阳..双层悬栅消力池的水力特性数值模拟[J].南水北调与水利科技,2016,(1):124-130,7.

基金项目

国家自然科学基金项目(51469031) (51469031)

新疆研究生科研创新项目( XJGRI2015094) ( XJGRI2015094)

国家级大学生创新训练计划项目(201510758029)Fund:National Natural Science Foundation of China(51469031) (201510758029)

Xinjiang Graduate Resear ch Innovation Project( XJGRI2015094) ( XJGRI2015094)

National College Students Innovation Training Program (201510758029) (201510758029)

南水北调与水利科技

OA北大核心CSCDCSTPCD

2096-8086

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