• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊

新型地锚扶壁式泥石流格栅坝基础冲刷计算方法研究

王永胜, 张岩鉴, 朱彦鹏, 闫聪

王永胜, 张岩鉴, 朱彦鹏, 闫聪. 新型地锚扶壁式泥石流格栅坝基础冲刷计算方法研究[J]. 岩土工程学报, 2018, 40(S1): 272-277. DOI: 10.11779/CJGE2018S1044
引用本文: 王永胜, 张岩鉴, 朱彦鹏, 闫聪. 新型地锚扶壁式泥石流格栅坝基础冲刷计算方法研究[J]. 岩土工程学报, 2018, 40(S1): 272-277. DOI: 10.11779/CJGE2018S1044
WANG Yong-sheng, ZHANG Yan-jian, ZHU Yan-peng, YAN Cong. Calculation of foundation scour for new debris flow grille dam with ground anchor and counterfort[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S1): 272-277. DOI: 10.11779/CJGE2018S1044
Citation: WANG Yong-sheng, ZHANG Yan-jian, ZHU Yan-peng, YAN Cong. Calculation of foundation scour for new debris flow grille dam with ground anchor and counterfort[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S1): 272-277. DOI: 10.11779/CJGE2018S1044

新型地锚扶壁式泥石流格栅坝基础冲刷计算方法研究  English Version

基金项目: 国家自然科学基金项目(51768039); 2015年度建设科技建筑节能项目(JK2015-53)
详细信息
    作者简介:

    王永胜(1985- ),男,副教授,主要从事滑坡泥石流防治技术研究。E-mail: wys591888@163.com。

  • 中图分类号: P642.23;TV332

Calculation of foundation scour for new debris flow grille dam with ground anchor and counterfort

  • 摘要: 泥石流格栅坝工程安全稳定的关键是基础,相比外露结构的计算,基础遭冲刷掏空的问题更值得引起重视。在提出新型地锚扶壁式泥石流格栅坝的基础上,将格栅坝基础冲刷分为初期和中后期两个阶段,初期冲刷主要以坡面冲刷为主,中后期冲刷主要考虑冲坑的变化发展。基于能量法,推导了格栅坝基础冲刷深度的计算公式,通过算例分析了不同流深下的冲刷深度,并与其它公式的计算结果做了对比。结果表明:推导公式计算的冲刷深度比其它公式计算的结果都大,初期冲刷的影响在设计中应当予以重视。
    Abstract: The foundation play a significant role in the reliability of debris flow grille dam. Compared with the exposed structures, foundation scour under debris flows is more important. On the basis of a new proposed debris flow grille dam with ground anchor and counterfort, the foundation scour is considered as two stages, that is, the initial and the mid-late. In the initial stage, surface scour is primary, and in the mid-late stage the changing and progressing of scour pit is important. The formula for calculating the scour depth of foundation of grille dam is deduced based on the energy method. The scour depth is analyzed under different flow depths based on an example. The results obtained from the above formula are compared with those obtained from the other formula. The results indicate that the scour depth by the deduced formula is larger than that by the others, and the initial scour should be considered carefully in the future design.
  • [1] 中国科学院一水利部成都山地灾害与环境研究所. 中国泥石流[M]. 北京: 商务印书馆, 2000: 318-321.
    ((KMS Institute of Mountain Hazards and Environment, CAS. Debris flow of China[M]. Beijing: The Commercial Press, 2000: 318-321. (in Chinese))
    [2] 孟兴民, 陈冠, 郭鹏, 等. 白龙江流域滑坡泥石流灾害研究进展与展望[J]. 海洋地质与第四纪地质, 2013, 33(4): 1-15.
    (MENG Xing-min, CHEN Guan, GUO Peng, et al.Research of landslides and debris flows in bailong river basin: progress and prospect[J]. Marine Geology and Quaternary Geology, 2013, 33(4): 1-15. (in Chinese))
    [3] 张军. 川滇两省泥石流拦沙坝基础埋深应考虑的几点[J]. 山地学报, 1992, 10(4): 229-233.
    (ZHANG Jun.Some problems on the burial depth of debris flow dam foundation in Sichuan and Yunnan provinces[J]. Journal of Mountain Research, 1992, 10(4): 229-233. (in Chinese))
    [4] 潘华利, 欧国强, 黄江成. 泥石流坝后侵蚀坑内部边坡规律实验研究[J]. 泥沙研究, 2009(6): 1-5.
    (PAN Hua-li, OU Guo-qiang, HUANG Jiang-cheng.Experimental study on the interior slope of scour pit below debris flow sabo dams[J]. Journal of Sediment Research, 2009(6): 1-5. (in Chinese))
    [5] 朱兴华, 崔鹏, 周公旦, 等. 稀性泥石流冲刷规律的试验研究[J].水利学报, 2012, 42(增刊2): 85-91.
    (ZHU Xing-hua, CUI Peng, ZHOU Gong-dan, et al.Experimental study on the erosion law of diluted debris flow[J]. Journal of Hydraulic Engineering, 2012, 42(S2): 85-91. (in Chinese))
    [6] 王永胜, 朱彦鹏, 王亚楠. 近场高烈度区新型地锚扶壁式泥石流格栅坝地震响应分析[J]. 水利学报, 2012, 42(增刊2): 162-167.
    (WANG Yong-sheng, ZHU Yan-peng, WANG Ya-nan.Seismic response analysis of a new ground anchor counterfort grille-dam for debris flow under near-fault pulse-like ground motions[J]. Journal of Hydraulic Engineering, 2012, 42(S2): 162-167. (in Chinese))
    [7] 李志刚, 邓学钧, 陈云鹤. 基于能量法的高等级公路路堤边坡冲刷临界坡度研究[J]. 东南大学学报(自然科学版), 2003, 33(3): 340-342.
    (LI Zhi-gang, DENG Xue-jun, CHEN Yun-he.Research on critical gradient for erosion of expressway embank slope based on energy method[J]. Journal of Sottheast University (Natural Science Edition), 2003, 33(3): 340-342. (in Chinese))
    [8] 余斌. 稀性泥石流的平均运动速度研究[J]. 防灾减灾工程学报, 2009, 29(5): 541-548.
    (YU Bin.Study on mean velocity of thin viscous debris flows[J]. Journal of Disaster Prevention and Mitigation Engineering, 2009, 29(5): 541-548. (in Chinese))
    [9] 中国科学院兰州冰川冻土研究所, 甘肃省交通科学研究所. 甘肃泥石流[M]. 北京: 人民交通出版社, 1982.
    (Lanzhou Institute of Glaciology and Cryopedology, Academia Sinica, Trffic Science Institute of Gansu Province, China. Debris flow in Gansu province[M]. Beijing: People's Communications Press, 1982. (in Chinese))
  • 期刊类型引用(1)

    1. 王永胜,吕宝宏,王金珂,杨大江,熊泤哲,张斌伟. 新型地锚张弦梁式泥石流格栅坝稳定性分析. 吉林大学学报(工学版). 2024(06): 1719-1729 . 百度学术

    其他类型引用(5)

计量
  • 文章访问数: 
  • HTML全文浏览量:  0
  • PDF下载量: 
  • 被引次数: 6
出版历程
  • 收稿日期:  2017-06-10
  • 发布日期:  2018-08-24

目录

    /

    返回文章
    返回