首页 | 官方网站   微博 | 高级检索  
     

土石坝溃坝离心模型试验中水流控制与测量
引用本文:陈生水,徐光明,顾行文,钟启明,任国峰.土石坝溃坝离心模型试验中水流控制与测量[J].水利学报,2018,49(8):901-906.
作者姓名:陈生水  徐光明  顾行文  钟启明  任国峰
作者单位:南京水利科学研究院;水利部土石坝破坏机理与防控技术重点实验室
基金项目:国家重点研发计划项目(2017YFC0404806);国家自然科学基金项目(51539006,51779153)
摘    要:针对目前土石坝溃坝离心模型试验中存在的问题,研发了一套伺服水阀流量控制装置,显著提高了土石坝溃坝离心模型试验上游来水条件的控制精度,有效降低了模型试验结果的不确定性;建立了土石坝溃坝离心模型试验的水流相似准则;提出了一种采用内置于模型箱端板上的薄壁矩形量水堰测量土石坝溃坝离心模型试验中溃坝洪水流量过程的方法,并通过超重力场下的放水试验,证明了薄壁矩形量水堰的流量系数与离心机加速度无关,采用内置于模型箱端板上的薄壁矩形量水堰可准确测定土石坝溃坝离心模型试验中的溃坝洪水流量过程。

关 键 词:土石坝溃坝  离心模型试验  水流相似准则  流量控制与测量
收稿时间:2018/4/18 0:00:00

Flow control and measurement in centrifugal model tests for earth-rock dam breaching
CHEN Shengshui,XU Guangming,GU Xingwen,ZHONG Qiming and REN Guofeng.Flow control and measurement in centrifugal model tests for earth-rock dam breaching[J].Journal of Hydraulic Engineering,2018,49(8):901-906.
Authors:CHEN Shengshui  XU Guangming  GU Xingwen  ZHONG Qiming and REN Guofeng
Affiliation:Nanjing Hydraulic Research Institute, Nanjing 210029, China;Key Laboratory of Earth-Rock Dam Failure Mechanism and Safety Control Techniques, Ministry of Water Resources, Nanjing 210029, China,Nanjing Hydraulic Research Institute, Nanjing 210029, China,Nanjing Hydraulic Research Institute, Nanjing 210029, China,Nanjing Hydraulic Research Institute, Nanjing 210029, China;Key Laboratory of Earth-Rock Dam Failure Mechanism and Safety Control Techniques, Ministry of Water Resources, Nanjing 210029, China and Nanjing Hydraulic Research Institute, Nanjing 210029, China
Abstract:Aimed at the existing problems in the centrifugal model tests for earth-rock dam breaching, a set of servo water valve flow control device was developed. The control precision of upstream inflow condition was improved significantly after the adoption of the device, therefore, the uncertainty of the results of centrifugal model test for earth-rock dam breaching was effectively reduced. In addition,the similarity criterion of water flow in the centrifugal model tests for earth-rock dam breaching is established. Meanwhile, a measuring method utilizing a thin-walled rectangular water weir which was placed into the end plate of the model box is developed to measure the discharge hydrograph of dam breach in the centrifugal model tests. Furthermore, based on the outflow tests under the high gravity field, the conclusion can be drawn that the flow coefficient of the thin-walled rectangular water weir has no connection with the centrifugal acceleration, so the measurement method can give the accurate breach flow discharge hydrograph for centrifugal model tests.
Keywords:earth-rock dam breach  centrifugal model test  similarity criterion of water flow  flow control and measurement
本文献已被 CNKI 等数据库收录!
点击此处可从《水利学报》浏览原始摘要信息
点击此处可从《水利学报》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-23

京公网安备 11010802026262号