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台阶式溢洪道消能特性的研究
引用本文:张峰,刘韩生.台阶式溢洪道消能特性的研究[J].水利与建筑工程学报,2012,10(4):11-13.
作者姓名:张峰  刘韩生
作者单位:西北农林科技大学水利与建筑工程学院,陕西杨凌,712100
基金项目:大学生科创项目“新型岸坡消能工”
摘    要:结合斯木塔斯水电站台阶式溢洪道水力学模型试验结果,引入了相对消能率和单宽消能功率,总结了台阶高度、单宽流量与消能率、相对消能率和单宽消能功率的变化规律,重点研究相对消能率的变化规律。研究表明,流量增加时台阶溢洪道的相对消能率和单宽消能功率逐渐增大,表明台阶所起到的消能功效增强了。

关 键 词:台阶式溢洪道  相对消能率  消能功率

Study on Energy Dissipation Properties of Stepped Spillway
ZHANG Feng,LIU Han-sheng.Study on Energy Dissipation Properties of Stepped Spillway[J].Journal of Water Resources Architectural Engineering,2012,10(4):11-13.
Authors:ZHANG Feng  LIU Han-sheng
Affiliation:(College of Water Resources and Architectural Engineering,Northwest A & F University,Yangling,Shaanxi 712100,China)
Abstract:Combining with the hydraulic model experiment results of Simutasi Hydropower Station’s stepped spillway,and introducing the ralative energy dissipation ration and unit-width energy dissipation power,the variation laws of step height,unit-width discharge,energy dissipation ratio,relative energy dissipation ratio, and unit-width energy dissipation power are summarized here,especially the changing regularity of relative energy dissipation ratio is studied.The results show that the relative energy dissipation ratio and unit-width energy dissipation power of stepped spillway would be increased with the increasing of flow,indicating that the energy dissipation efficacy of steps is enhanced.
Keywords:stepped spillway  relative energy dissipation ratio  energy dissipation power
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