首页 | 本学科首页   官方微博 | 高级检索  
     

底坡变化对坡面流水动力学特性影响研究
引用本文:刘元臣,张升堂,张景洲,王浩岚,李红.底坡变化对坡面流水动力学特性影响研究[J].人民长江,2016,47(16):99.
作者姓名:刘元臣  张升堂  张景洲  王浩岚  李红
作者单位:山东科技大学 地球科学与工程学院,山东 青岛,266590
基金项目:国家自然科学基金项目“现代流域分布式坡面汇流模拟的矢量糙率理论”(40971021),“考虑阻力作用的分布式坡面汇流多流向流量分配算法”(41471025),山东省自然科学基金项目“坡面汇流阻力空间变异及其影响研究”(ZR2014DM004)
摘    要:坡度是影响坡面流水动力学特性的重要因素之一,采用变坡试验水槽在变化水深条件下模拟坡面流,用于研究7种不同坡度对水动力学特性的影响。结果表明:水力坡度、弗劳德数、雷诺数随坡度增大而增大,阻力系数随坡度增大先增大后减小;在相同坡度条件下,弗劳德数随水深增大先减小后趋于稳定,雷诺数随水深增大而增大;当0≤J≤1.5%时,水力坡度随水深增大先减小后趋于稳定;当2%≤J≤3%时,水力坡度随水深增大先基本不变后减小。

关 键 词:坡面流    底坡    平均水深    水动力学特性    试验研究  

Research on influence of bottom slope variation on hydraulic characteristics of slope flow
Abstract:Slope ratio is one of the important factors affecting the hydrodynamic characteristics. Variable-slope flume test was conducted to simulate the slope flow of different water depth, and the influences of 7 different slope ratios on hydrodynamic char-acteristics were studied. The results showed that the hydraulic gradient, Froude number and Reynolds number of slope flow in-crease with slope ratio, the resistance coefficient increases with the slope at first and then decreases. For the same slope, it was concluded that Froude number increases with depth at first and then decreases to stable, Reynolds number increases with water depth increase;for 0 ≤J≤1. 5%, the hydraulic gradient decreases with water depth at first and then stabilizes; for 2% ≤J≤3%, the hydraulic gradient remains unchanged and then decreases with the increase of water depth.
Keywords:slope flow  bottom slope  average depth  hydrodynamic properties  experimental research
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《人民长江》浏览原始摘要信息
点击此处可从《人民长江》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号