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跌坎深度对跌坎型底流消能工水力特性影响的数值模拟分析
引用本文:郑雪,付腾吉,张闻辉,钟志镭. 跌坎深度对跌坎型底流消能工水力特性影响的数值模拟分析[J]. 昆明理工大学学报(自然科学版), 2010, 35(2): 51-55. DOI: 10.3969/j.issn.1007-855x.2010.02.011
作者姓名:郑雪  付腾吉  张闻辉  钟志镭
作者单位:1. 昆明理工大学,电力工程学院,云南,昆明,650051
2. 中国水电顾问集团昆明勘测设计研究院,云南,昆明,650051
基金项目:云南省自然科学基金项目(项目编号:2006A0018M)
摘    要:采用RNGk-ε双方程紊流模型进行数值模拟,就跌坎深度对跌坎型底流消能工水力特性的影响进行分析,并将模拟结果与模型试验观测值进行了对比,验证数学模型的可行性,为跌坎型底流消能工的设计提供参考.

关 键 词:数值模拟  底流消能  跌坎深度  水力特性

Numerical Simulation Analysis of Step-down Depth Influence on Hydraulic Characteristics of Energy Dissipater with Step-down Floor
ZHENG Xue,FU Teng-ji,ZHANG Wen-hui,ZHONG Zhi-lei. Numerical Simulation Analysis of Step-down Depth Influence on Hydraulic Characteristics of Energy Dissipater with Step-down Floor[J]. Journal of Kunming University of Science and Technology(Natural Science Edition), 2010, 35(2): 51-55. DOI: 10.3969/j.issn.1007-855x.2010.02.011
Authors:ZHENG Xue  FU Teng-ji  ZHANG Wen-hui  ZHONG Zhi-lei
Affiliation:1.Faculty of Electric Power Engineering/a>;Kunming University of Science and Technology/a>;Kunming 650051/a>;China/a>;2.Kunming Engineering Corporation/a>;HydroChina/a>;China
Abstract:The RNGk-ε double equation turbulent model is adopted in this paper to process the numerical simulation and to analyze the influence of step-down depth on hydraulic characteristic of energy dissipater with step-down floor. The test results are then compared with the numerical simulation results to verify the feasibility of mathematical model. It is a valuable source of reference to the step-down hydraulic jump dissipater design.
Keywords:numerical simulation  energy dissipation by hydraulic jump  step-down depth  hydraulics characteristic  
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