Please wait a minute...
浙江大学学报(工学版)
土木工程与水利工程     
溃坝涌浪及其对重力坝影响的数值模拟
陈健云,李静,徐强,孙迅
大连理工大学 建设工程学部,辽宁 大连,116023
Numerical simulation of Landslide surge and its effects on gravity dam
CHEN Jian yun,LI Jing,XU Qiang,SUN Xun
Construction Engineering Department,Dalian University of Technology,Dalian 116023,China
 全文: PDF(1567 KB)   HTML
摘要:

针对高坝库区滑坡涌浪对重力坝的影响问题,进行滑坡涌浪的产生、传播过程及其对重力坝的冲击作用特征研究.采用基于光滑粒子流体动力学(SPH)方法的涌浪-坝体相互耦合模型模拟库区滑坡涌浪的全过程,研究滑块位移-时间曲线以及涌浪过程中不同时刻滑块位置与流体特征,分析涌浪冲击对重力坝坝顶位移、坝体应力的影响以及坝面冲击压力的分布规律.数值模拟结果表明:重力坝受到的库水冲击作用包括滑坡冲击库水产生的涌浪波和水体受到挤压产生的压缩波,2种作用均会导致坝踵和坝体下游折坡点出现较大拉应力,在库区滑坡对坝体影响的研究中应同时考虑涌浪波和压缩波的作用.

Abstract:

Surge generation, propagation process, and the impact of water to gravity dam were analyzed aiming at the problem of reservoir landslide surge influence on gravity dam. The surge dam mutual coupling model was established based on  smooth particle hydrodynamics(SPH) method, and the whole process of landslide surge was simulated. The slider displacement time curve and swell during different time slider and the fluctuation of fluid distribution were studied. The effects of swell on dam crest displacement, the dam stress and distribution of surge pressure on dam surface were analyzed. Numerical simulation results show that reservoir water impact on gravity include surge wave caused by slide impact on water and compression wave caused by extruding impact on water. Both of them lead to large tensile stress on the dam heel and downstream slope fold point.  When researching landslide affection on dam in the reservoir, both of surge wave and the compression wave should be considered.

出版日期: 2016-11-01
:  TV 139  
基金资助:

国家自然科学基金资助项目(51679030);国家“973”重点基础研究发展计划资助项目(2013CB035905).

作者简介: 陈健云(1968-),男,教授, 博导,主要从事工程结构安全评价等方向研究. ORCID:0000-0001-7744-2622. E-mail:eerd001@dlut.edu.cn
服务  
把本文推荐给朋友
加入引用管理器
E-mail Alert
RSS
作者相关文章  

引用本文:

陈健云,李静,徐强,孙迅. 溃坝涌浪及其对重力坝影响的数值模拟[J]. 浙江大学学报(工学版), 10.3785/j.issn.1008-973X.2016.11.018.

CHEN Jian yun,LI Jing,XU Qiang,SUN Xun. Numerical simulation of Landslide surge and its effects on gravity dam. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 10.3785/j.issn.1008-973X.2016.11.018.

链接本文:

http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2016.11.018        http://www.zjujournals.com/eng/CN/Y2016/V50/I11/2164

[1] 钟立勋. 意大利瓦依昂水库滑坡事件的启示[J]. 中国地质灾害与防治学报, 1994, 5(02): 77-84.
ZHONG Lixun. Enlightenments from the accident of VAIONT landslide in Italy [J]. The Chinese Journal of Geological hazard and control, 1994, 5(02): 7784.
[2]韩旭. 光滑粒子流体动力学一种无网格粒子法[M]. 长沙: 湖南大学出版社, 2005: 433.
[3]崔伟峰, 曾新吾. SPH算法在超高速碰撞数值模拟中的应用[J]. 国防科技大学学报, 2007, 29(02): 43-46.
CUI Weifeng, ZENG Xinwu. Smoothed particle hydrodynamics algorithm applied in numerical simulation of hypervelocity impact [J]. Journal of National University of Defense Technology, 2007, 29(02): 43-46.
[4] 覃亮, 陈曦阳, 王世军. 基于FEM/SPH耦合的高压水射流扩孔效果分析[J]. 齐齐哈尔大学学报:自然科学版,2013, 29(03): 38-41.
QIN Liang, CHEN Xiyang, WANG Shijun. Study of effect on bore enlarging by highpressure water jet based on FEM/SPH coupling method [J]. Journal of Qiqihar University, 2013, 29(03): 38-41.
[5] 徐玉胜, 胡荣华. LSDYNA软件在强夯置换处理软土地基工程中的应用[J]. 铁道建筑, 2008, 48(03): 74-77.
XU Yusheng, HU Ronghua. Application of LSDYNA software in soft soil foundation engineering with strong dynamic compaction [J]. Railway Engineering, 2008, 48(03): 74-77.
[6] 刘汉涛, 常建忠, 安康. 基于SPH的自由表面流动数值模拟[J]. 水利水运工程学报, 2009, 31(01): 81-84.
LIU Hantao. CHANG Jianzhong, AN Kang. Numerical modeling of free surface flows with SPH method [J]. HydroScience and Engineering, 2009, 31(01): 81-84.
[7] 焦培刚, 周以齐, 王喜仓. 自由表面流动的三维SPH数值仿真研究[J]. 山东大学学报:工学版, 2009, 39(06): 92-96.
JIAO Peigang, ZHOU Yiqi, WANG Xicang. Smoothed particle hydrodynamics for numerical simulation of threedimensional free surface flow [J]. Journal of SHANDONG University:Engineering Science, 2009, 39(06): 92-96.
[8] GAO R, REB B, WANG G, et al. Numerical modeling of regular wave slamming on subface of openpiled structures with the corrected SPH method [J]. Applied Ocean Research, 2012, 34(1): 173-186.
[9] RISIO M D, SAMMARCO P. Analytical modeling of landslidegenerated waves [J]. American Society of Civil Engineers, 2014, 134(1): 53-60.
[10] MONAGHAN J J, KOS A. Scott Russells wave generator [J]. Physics of Fluids, 2000, 12(3): 622-630.
[11] 缪吉伦, 陈景秋, 张永祥. 基于SPH方法的立面二维涌浪数值模拟[J]. 中南大学学报:自然科学版, 2012, 43(08): 32443249.
MIAO Jilun, CHEN Jinqiu, ZHANG Yongxiang. Twodimension numerical simulation of impulsive waves by SPH method [J].Journal of Central South University(Science and Technology), 2012, 43(08): 32443249.
[12] 黄锦林. 库岸滑坡涌浪对坝体影响研究[D]. 天津大学, 2012.
HUANG Jinlin. Study on the Surge of Reservoir Bank Landslide and Its Effect on Dam Body [D]. Tianjin University, 2012.
[13] 冯卓,姜峰,任冰,等. 波浪作用下斜坡上护面块体应力分布的数值模拟[J]. 水道港口. 2013, 34(06): 501-507.
FENG Zhuo, JIANG Feng, REN Bing, et al. Numerical simulation of stress distribution of mound breakwater armor blocks under wave action [J]. Journal of Waterway and Harbor, 2013, 34(06): 501-507.
[14] AMINI Y, EMDAD H, FARID M. A new model to solve fluid–hypoelastic solid interaction using the smoothed particle hydrodynamics (SPH) method [J]. European Journal of Mechanics  B/Fluids. 2011, 30(2): 184-194.
[15] MONAGHAN J J. Simulating free surface flows with SPH [J]. Journal of Computational Physics, 1994, 110(2): 399-406.
[16] GINGOLD R A, MONAGHAN J J. Shock simulation by the particle method SPH[J]. Journal of Computational Physics, 1983, 52(2): 374-389.
[17] MONAGHAN J J, KOS A, ISSA N, et al. Fluid motion generated by impact [J]. Journal of Waterway Port Coastal & Ocean Engineering, 2003, 129(6): 250-259.
[18] COLAGROSSI A, LANDRINI M. Numerical simulation of interfacial flows by smoothed particle hydrodynamics [J]. Journal of Computational Physics, 2003, 191(2): 448-475.
[19] 龚凯,刘桦,王本龙. SPH固壁边界处理方法的改进[J]. 力学季刊, 2008, 29(04): 507-514.
GONG Kai, LIU Hua, WANG Benlong. An improved boundary treatment approach for SPH method [J].Chinese Quarterly of Mechanics, 2008, 29(04): 507-514.

[1] 殷文明,郭海燕,吴凯锋,马东. 内孤立波对水平圆柱潜体作用力的计算[J]. 浙江大学学报(工学版), 2016, 50(7): 1252-1257.
[2] 蒋昌波, 邓涯, 姚宇, 邓斌. 孤立波作用下排柱附近流动特性数值分析[J]. 浙江大学学报(工学版), 2015, 49(8): 1441-1447.
[3] 胡云进, 贺春雷, 朱奚冰, 王国庆. 海塘渗透变形影响因素分析[J]. J4, 2011, 45(6): 1113-1118.
[4] 罗玉龙, 速宝玉. 基于溶质运移的悬挂防渗墙管涌控制效果[J]. J4, 2010, 44(10): 1870-1875.
[5] 贺治国, 吴钢锋, 王振宇, 刘国华, 鲍鑫, 冯威. 台风暴雨影响区域的溃坝洪水演进数值计算[J]. J4, 2010, 44(8): 1589-1596.
[6] 许忠源,徐长节,陈冉,蔡袁强. 涌潮冲击排桩式丁坝的三维数值模拟[J]. J4, 2014, 48(3): 504-513.
[7] 詹良通, 徐辉, 兰吉武, 刘钊, 陈云敏. 填埋垃圾渗透特性室内外测试研究[J]. J4, 2014, 48(3): 478-486.