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非恒定流明渠输水工程节制闸间距不同取值的分析研究

analysis and studies on hydraulic transients in case of different controlling gate interval for open channel water transfer project

中文摘要英文摘要

长距离明渠输水工程中节制闸间距的取值影响因素很多且相互制约。针对以前相关的研究鲜有考虑输水非恒定流过程的情况,本文分别讨论研究了非恒定流过程中节制闸间距对水位波动速率、输水调度灵活性、水位壅高等因素的影响关系,为工程节制闸间距的的设计提供参考,并能在一定程度上指导工程的实际运行。

In the long distance water transfer project,the influence factors of controlling gate Interval are very many and also mutually restricts. Pertinent research is connected the research rarely had the consideration of hydraulic transient process while water transferring , so this article separately studies the relation of controlling gate interval to some influence factor such as the water level undulation speed, the water distribution transfer flexibility , the water level hoist while obstructed and so on in the hydraulic transient process, in ord to provided a reference for the controlling gate interval design, and instruct the project in a certain extent.

刘炜

运渠(运河、渠道)工程水利枢纽、水工建筑物

长距离输水工程,明渠,节制闸间距,非恒定流

in the long distance water transfer projectopen channelcontrolling gate interval hydraulic transients.

刘炜.非恒定流明渠输水工程节制闸间距不同取值的分析研究[EB/OL].(2006-12-31)[2025-08-16].http://www.paper.edu.cn/releasepaper/content/200612-446.点此复制

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