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变坝坡赤泥库漫顶溃坝模型试验研究

曹帅 张红武 赵晨苏 朱明东

水利学报2019,Vol.50Issue(4):428-438,11.
水利学报2019,Vol.50Issue(4):428-438,11.DOI:10.13243/j.cnki.slxb.20190020

变坝坡赤泥库漫顶溃坝模型试验研究

Experimental study on dam-break of a red mud reservoir with complex dam slopes

曹帅 1张红武 1赵晨苏 2朱明东3

作者信息

  • 1. 清华大学 水沙科学与水利水电工程国家重点实验室,北京 100084
  • 2. 清华大学 黄河研究中心,北京 101309
  • 3. 北京科技大学 土木与资源工程学院,北京 100083
  • 折叠

摘要

Abstract

Red mud is a kind of waste slag with unique properties discharged from alumina production.Therefore, red mud reservoir has special dam-break characteristic because of its extremely fine tailings particles. In this paper, a red mud reservoir and its downstream channel were studied as a whole, and the development process and mechanism of the overflow dam break about the tailings reservoir were analyzed by physical model test. The test results show that the dam-break development law of the red mud reservoir is relatively complex, and the process can be divided into three stages, and each stage has a trend of approaching dynamic equilibrium. In addition, the large change of dam slope results in the different partition phenomenon on the dam surface space. Finally, the formula for calculating the maximum submergence height of red mud flow in the downstream channel is derived and verified by model test data.

关键词

赤泥库/漫顶溃坝/模型试验/最大淹没高度/变坝坡

Key words

red mud reservoir/dam-break/model test/maximum submergence height/complex dam slopes

分类

建筑与水利

引用本文复制引用

曹帅,张红武,赵晨苏,朱明东..变坝坡赤泥库漫顶溃坝模型试验研究[J].水利学报,2019,50(4):428-438,11.

基金项目

国家重点研发计划项目(2016YFC0402500) (2016YFC0402500)

延安市重大科技项目(2016CGZH-14-03) (2016CGZH-14-03)

水利学报

OA北大核心CSCDCSTPCD

0559-9350

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