中文核心期刊
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中国科技核心期刊
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重庆交通大学学报（自然科学版）

重庆交通大学学报（自然科学版） ›› 2020, Vol. 39 ›› Issue (10): 93-99.DOI: 10.3969/j.issn.1674-0696.2020.10.16

• 港口航道·水利水电·资源环境 • 上一篇    下一篇

非恒定流条件下宽级配土石料冲刷过程试验研究

赵天龙1,2，马廷森1，付长静1,2，冼才麟1   

  1. (1. 重庆交通大学 河海学院，重庆 400074； 2. 重庆交通大学 水工建筑物监测诊断技术重庆市高校工程研究中心，重庆 400074)
  • 收稿日期:2020-04-29 修回日期:2020-09-18 出版日期:2020-10-30 发布日期:2020-11-03
  • 作者简介:赵天龙(1986—)，男，山东淄博人，副教授，博士，主要从事水工建筑物安全及地质体稳定方面的研究。E-mail:Neo_3303@163.com
  • 基金资助:
    国家自然科学基金项目（51709025）；重庆市科委基础研究与前沿探索项目（cstc2018jcyjAX0084，cstc2018jcyjAX0391）；水利部土石坝破坏机理与防控技术重点实验室开放基金项目（YK319006）

Experimental Study on Scour Process for Wide Graded Gravel under Non-constant Flow Process

ZHAO Tianlong1, 2, MA Tingsen1, FU Changjing1, 2, XIAN Cailin1   

  1. (1. College of River and Ocean Engineering, Chongqing Jiaotong University, Chongqing 400074, China; 2. Diagnostic Technology on Health of Hydraulic Structures Engineering Research Center of Chongqing Education Commission of China, Chongqing Jiaotong University, Chongqing 400074, China)
  • Received:2020-04-29 Revised:2020-09-18 Online:2020-10-30 Published:2020-11-03

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摘要： 针对堰塞坝溃决过程中土石料输移特性，设计了3类共7组宽级配土石料：第1类为2组粒径分别为4、5 mm的均匀土石料，第2类为4组最大粒径分别为20、37.5、53及75 mm的非均匀土石料，第3类为最大粒径为20 mm的无黏性非均匀土石料；选择了恒定流A、B及非恒定流C、D共4组试验水流条件，以及2种尾门开度Ⅰ、Ⅱ，共25组试验工况；开展了宽级配土石料水槽冲刷试验，对比分析了流量过程、下游泄流条件、土石料级配宽度对土石料冲刷特性的影响规律。研究表明：对于不含黏性颗粒的土石料，非恒定流条件下的土石料输移相较于恒定流条件下的更加活跃，表现为大冲大淤；尾门开度越大即下游泄流条件越好，土石料的冲刷越严重，冲刷量越大；随着土石料级配宽度的逐渐增大，土石料冲刷深度最大的位置逐渐靠近水槽下游位置，冲刷量不断降低。

关键词: 水利工程, 非恒定流, 土石料, 宽级配, 流量过程, 尾门开度

Abstract: According to the characteristics of gravel transportation in the process of landslide dam break, three categories of seven groups of wide graded gravel were designed. The first category consisted of two groups of uniform gravel with particle size of 4 mm and 5 mm respectively, and the second one consisted of four groups of non-uniform gravel with maximum particle sizes of 20, 37.5, 53 and 75 mm respectively, and the third one was non-cohesive non-uniform gravel with the maximum particle size of 20 mm. Four groups of test flow conditions including constant flow A and B as well as non-constant flow C and D, and two types of tail-gate opening I and II were selected. A total of 25 groups test conditions were carried out. The flume scour test of wide graded gravel was carried out. The influence rule of discharge process, downstream discharge conditions and grading width of gravel on the scour characteristics of gravel was compared and analyzed. The results show that: for the non-cohesive gravel, the transportation of gravel under non-constant flow is more active than that under constant flow, which is characterized by large scouring and silting. The larger the opening of the tail-gate is, the better the downstream discharge conditions are, the more severe the scouring of gravel is, and the greater the scouring amount is. With the increase of the grading width of gravel, the position of the gravel with the largest scouring depth in the flume is gradually close to the downstream position of the flume, and the scouring amount decreases continuously.

Key words: hydraulic engineering, non-constant flow, gravel, wide graded, flow process, tail-gate opening

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