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台阶式溢洪道滑掠流时均压强影响因素分析
引用本文:杨吉健,刘韩生,张为法. 台阶式溢洪道滑掠流时均压强影响因素分析[J]. 长江科学院院报, 2015, 32(8): 57-60. DOI: 10.3969/j.issn.1001-5485.2015.08.010
作者姓名:杨吉健  刘韩生  张为法
作者单位:1.西北农林科技大学 水利与建筑工程学院,陕西 杨凌 712100;2.中国电建西北勘测设计研究院有限公司,西安 710065
摘    要:由于台阶式溢洪道结构特殊,流态复杂,对台阶式溢洪道压强并未取得一致性的研究成果。对多个台阶式溢洪道滑掠流时均压强资料进行分析,探讨来流流量、掺气、台阶尺寸、溢洪道坡度等对台阶式溢洪道时均压强的影响。分析结果表明单宽流量大,时均压强变大;掺气可有效降低正压时均压力并增加负压值;台阶尺寸对台阶式溢洪道的影响较为复杂,台阶尺寸较小,且坡度较缓时竖直面压强呈中间小、两头大分布,坡度较大时具有2个压力极小值,位于竖直面底部和顶部,台阶尺寸较大时竖直面压强自下而上呈减小趋势;坡度增加,台阶式溢洪道压强变化幅度增大。

关 键 词:台阶式溢洪道  空蚀破坏  滑掠流  时均压强  单宽流量  掺气  
收稿时间:2014-03-03

Factors Affecting Time-averaged Pressure of Skimming Flow in Stepped Spillways
YANG Ji-jian,LIU Han-sheng,ZHANG Wei-fa. Factors Affecting Time-averaged Pressure of Skimming Flow in Stepped Spillways[J]. Journal of Yangtze River Scientific Research Institute, 2015, 32(8): 57-60. DOI: 10.3969/j.issn.1001-5485.2015.08.010
Authors:YANG Ji-jian  LIU Han-sheng  ZHANG Wei-fa
Affiliation:1.College of Water Resources and Architectural Engineering, Northwest A & F University, Yangling 712100, China;2. Power China Xibei Engineering Corporation Limited, Xi’an 710065, China
Abstract:As stepped spillway has special structure and complex flow patterns,researches on the pressure in stepped spillway are not consistent.In view of this,we investigate into the effects of flow discharge,air entrain-ment,step size and spillway’s slope gradient on the distribution of time-averaged pressure through analysing the pressure data of skimming flow in several stepped spillways.Results reveal that big discharge per unit width leads to big time-averaged pressure.Air entrainment could effectively reduce positive time-averaged pressure and increase negative pressure.Effect of the step size is complicated:when the step size is small with gentle slope,pressure is small in the middle but large on both ends in vertical plane of the step;when step size is small with steep slope, minimum pressure occurs on the bottom and top of step in vertical plane;while when the step size is large,pressure decreases from the bottom to the top,and pressure variation intensifies with the increase of slope gradient.
Keywords:stepped spillway  cavitation damage  skimming flow  time-averaged pressure  discharge per unit width  aeration
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