首页 | 本学科首页   官方微博 | 高级检索  
     检索      

虚拟垂线流速时差法流量计算方法研究
引用本文:韩继伟.虚拟垂线流速时差法流量计算方法研究[J].水文,2020,40(1):52-57.
作者姓名:韩继伟
作者单位:水利部南京水利水文自动化研究所,江苏 南京 210012
基金项目:国家重点研发计划项目(2017YFC0405700,2017YFC0405702);中央级公益性科研院所基本科研业务费专项资金(Y916015)
摘    要:根据目前传统时差法流量计算存在的问题,提出并着重阐述了虚拟垂线流速时差法流量计流量计算方法。在京杭大运河徐州段运河水文站进行了计算验证。结果表明,虚拟垂线时差法与传统时差法和流速仪法趋势一致,虚拟垂线法优于传统时差法。可为工程技术人员提供参考,为国产化时差测流装置提供技术支撑。

关 键 词:流量测验  时差法  虚拟垂线流速  流量计算  京杭运河
收稿时间:2018/11/8 0:00:00
修稿时间:2020/2/16 0:00:00

Research on Flow Calculation of Virtual Vertical Velocity Time Difference Method
HAN Jiwei.Research on Flow Calculation of Virtual Vertical Velocity Time Difference Method[J].Hydrology,2020,40(1):52-57.
Authors:HAN Jiwei
Institution:Nanjing Automation Institute of Water Conservancy and Hydrology, Nanjing 210012, China
Abstract:In order to remove the time difference of the traditional flow calculation methods, this paper analyzed the flow calculation of virtual vertical velocity time difference method. The results show that the virtual vertical line ultrasonic method is consistent with the traditional ultrasonic method and the current velocity meter method, and the virtual vertical line method performs better than the traditional ultrasonic method. It can provide reference for engineers and technicians and technical support for the localization of ultrasonic method flow measurement device.
Keywords:flow test  time difference method  virtual vertical velocity  flow calculation  Beijing-Hangzhou Canal
本文献已被 CNKI 维普 等数据库收录!
点击此处可从《水文》浏览原始摘要信息
点击此处可从《水文》下载免费的PDF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