纸质出版:2016
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[1]王道正,陈晓清,罗志刚,陈华勇,赵万玉.不同颗粒级配条件下堰塞坝溃决特征试验研究[J].防灾减灾工程学报,2016,36(05):827-833.
王道正, 陈晓清, 罗志刚, et al. Experimental Research on Breaking of Barrier Lake Dam under Different Grading Conditions[J]. 2016, 36(5): 827-833.
[1]王道正,陈晓清,罗志刚,陈华勇,赵万玉.不同颗粒级配条件下堰塞坝溃决特征试验研究[J].防灾减灾工程学报,2016,36(05):827-833. DOI: 10.13409/j.cnki.jdpme.2016.05.020.
王道正, 陈晓清, 罗志刚, et al. Experimental Research on Breaking of Barrier Lake Dam under Different Grading Conditions[J]. 2016, 36(5): 827-833. DOI: 10.13409/j.cnki.jdpme.2016.05.020.
为研究坝体颗粒级配对堰塞坝溃决特征的影响
引入平均粒径D50作为主要指标
以不同均值粒径的土体作为研究对象
通过开展不同颗粒级配条件下堰塞坝溃决特征试验
分析堰塞坝体在3种不同工况下的破坏模式和溃决特征。结果表明
1工况3条件下坝体溃决历时是工况1的2.5倍
而溃决洪峰流量减小了约60%
说明坝体平均粒径对坝体的溃决特征有显著影响
平均粒径越大
坝体整体抗冲刷能力越强
溃口发展速度越慢
坝体越稳定
溃决洪峰流量就越小
达到洪峰流量的时间也相对滞后;2平均粒径和渗透系数可拟合成二次函数曲线
随着平均粒径的增大
渗透系数也随着增大;以孔隙水压力的变化特征为依据
把溃决过程分为3个阶段
即上游库水位增加阶段、水流漫顶下渗阶段、坝体溃决阶段。
Particle size distribution is one of the key factors affecting the dam outburst.In order to investigate the influences of particle size distribution of dam on dam outburst features
the average particle size of D50 are introduced as the main index
with different mean particle size of soil as the research object
throuhg the development of experimental dam outburs features under the different gradation conditions
analysis of the dam breaching character under three different conditions(the first condition:D50=5.4mm;the second condition:D50=6.8mm;the third condition:D50=9.2mm)
the preliminary conclusions are as follows:(1)The test results show that the dam under the third condition(D50=9.2mm)the outburst duration is 2.5times that of the first condition(D50=5.4mm)
while the peak flow rate is reduced by about 60%.This indicaes that the average particle size of the dam has a significant influence on the characteristics of the dam outburst
the larger the average particle size
the greater anti-erosion ability of the dam will be
the slower the break development
the smaller the outburst peak flow volume is the time to reach peak flow volume is also lagging behind;(2)the average particle size and permeability coefficient can be proposed to be a quadratic function
with the average particle size increaing.The permeability coefficient is also increasing;based on characteristics of pore water pressure
the breaking process is divided into three stages:upstream water level increase stage
water overtopping infiltration stage.dam outburs stage.
三种堰塞坝溃口发展及最大溃决流量公式拟合 [J]. 杨华,陈云良,何利君,王子豪,周宏伟. 中国农村水利水电 . 2015(05)
不同粒径级砂土渗透特性试验研究 [J]. 苏立君,张宜健,王铁行. 岩土力学 . 2014(05)
堰塞坝漫顶溃决过程及其受组成结构的影响 [J]. 邓明枫,陈宁生,廖世春,胡桂胜. 人民长江 . 2012(02)
不同横断面泄流槽的地震堰塞湖溃决实验研究 [J]. 赵万玉,陈晓清,高全,贾世涛. 泥沙研究 . 2011(04)
无粘性均质土石坝漫顶溃决试验研究 [J]. 张大伟,黄金池,何晓燕. 水科学进展 . 2011(02)
论泥沙砾石的起动流速 [J]. 毛宁. 长江科学院院报 . 2011(01)
汶川地震堰塞湖分布规律与风险评估 [J]. 崔鹏,韩用顺,陈晓清. 四川大学学报(工程科学版) . 2009(03)
孔隙水压力计埋设过程中的问题研究 [J]. 赵秀绍,孙瑞民,杨凤灵. 金属矿山 . 2007(06)
天然土石坝稳定性初步研究 [J]. 柴贺军,刘汉超,张倬元,刘浩吾. 地质科技情报 . 2001(01)
A super-large landslide in Tibet in 2000: background, occurrence, disaster, and origin [J] . Yanjun Shang,Zhifa Yang,Lihui Li,Da’an Liu,Qiulin Liao,Yangchun Wang. Geomorphology . 2003 (3)
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