期刊文献+

基于Mike11的引黄济青工程输水效率确定 被引量:6

Analysis of Conveyance Efficiency of the Yellow River to Qingdao Project Based on Mike11
下载PDF
导出
摘要 为提高引黄济青工程的调度运行管理水平,基于Mike11构建引黄济青工程水动力模型确定了不同流量下输水效率,即选取8个水位模拟断面,选取2018年3月16日~6月13日的调度运行数据进行模型参数率定和验证,利用率定好的模型计算6种不同流量下的输水效率。结果表明,当引黄济青上节制闸的流量q≤25 m3/s时,工程输水效率为0.801 0;当25 m3/s40m3/s时,工程输水效率为0.879 4;同渠段随着流量的增大,输水效率越大,因此在实际调水过程中,大流量输水会提高调水效率,根据确定的不同流量下的输水效率,为引黄济青调水工程的精细化调度提供调水依据。 In order to improve the scheduling operation management level of the Yellow River to Qingdao Project,based on MIKE11,the hydrodynamic model of the Yellow River to Qingdao Project was constructed to determine the water conveyance efficiency under different flow conditions.Firstly,8 water level simulation sections were selected.Then dispatching operation data from March 16 to June 13,2018 were selected to calibrate and verify parameters of the model.The calibrated model was used to calculate the water conveyance efficiency under 6 different flow conditions.The results show that when the flow of upper control gate of the Yellow River to Qingdao Project q≤25 m3/s,the water conveyance efficiency is 0.801 0;when 25 m3/s40 m3/s,the water transfer efficiency of the project is 0.879 4.With the increase of flow in the channel section,water conveyance efficiency increases.Therefore,in the actual process of scheduling,large-flow scheduling will improve the water schedule efficiency.According to the determined water conveyance efficiency under different flow conditions,the water transfer basis was provided for the fine scheduling of the Yellow River to Qingdao Project.
作者 赵然杭 邱婷 王好芳 王兴菊 ZHAO Ran-hang;QIU Ting;WANG Hao-fang;WANG Xing-ju(School of Civil Engineering,Shandong University,Jinan 250100,China)
出处 《水电能源科学》 北大核心 2021年第9期54-57,共4页 Water Resources and Power
关键词 MIKE11模型 输水效率 水动力模拟 胶东调水引黄济青工程 Mike11model water delivery efficiency hydrodynamic simulation the Yellow River to Qingdao Project
  • 相关文献

参考文献3

二级参考文献12

共引文献13

同被引文献43

引证文献6

二级引证文献10

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部