【24h】

DISCHARGE RATING CURVE AND SCALE EFFECTS CORRECTION IN MORNING GLORY SPILLWAYS

机译:早晨荣耀溢洪道的放电等级曲线和规模效应校正

获取原文

摘要

Dam spillways are the structures that lead rightly and safely the outflow downstream, so that the dam integrity can be guaranteed. Many accidents with dams have been caused by an inadequate spillway design or insufficient capacity. This situation is particularly important in embankment or rockfill dams, because the possibility of overtopping failure of the dam. The morning glory spillway may be used when there is not available space for a conventional spillway. Engineers use physical modeling to design this kind of structures, and therefore scale effects can cause a difference between model and prototype discharge rating curve. This paper has the objective of analyze the discharge flow rating curve in a vertical shaft with morning glory inlet and to correct scale effects for low heads. An experimental study has been carried out, using the spillway model of Paraitinga Dam in 1:51,02 scale. As a result equations are proposed in order to correct the discharge coefficient in the discharge rating curve for low heads.
机译:大坝溢洪道是正确,安全地引导下游流出的结构,因此可以确保大坝的完整性。许多大坝事故是由于溢洪道设计不足或容量不足引起的。在堤坝或堆石坝中,这种情况尤为重要,因为可能会导致大坝倒塌。当传统的溢洪道没有足够的空间时,可以使用牵牛花溢洪道。工程师使用物理建模来设计这种结构,因此,比例效应会导致模型和原型排放额定曲线之间的差异。本文旨在分析带有牵牛花入口的竖井中的流量额定曲线,并纠正低水头的水垢效应。使用Paraitinga大坝的溢洪道模型,以1:51,02的比例进行了实验研究。结果,提出了方程,以校正低水头的排放额定曲线中的排放系数。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号