吉林大学学报(地球科学版)

• 地质工程与环境工程 • 上一篇    下一篇

高扬程虹吸保障条件分析与合理管径选择数值模拟

熊晓亮1,2,孙红月1,张世华1,蔡岳良1   

  1. 1.浙江大学海洋学院,杭州310058;
    2.杭州市勘测设计研究院,杭州310058
  • 收稿日期:2013-11-10 出版日期:2014-09-26 发布日期:2014-09-26
  • 通讯作者: 孙红月(1970-),女,教授,博士,主要从事地质灾害防治方面的教学与科研工作 E-mail:shy@zju.edu.cn
  • 作者简介:熊晓亮(1987-),男,硕士,主要从事地质灾害的分析与评价工作,E-mail:xiongxiaolianh@qq.com
  • 基金资助:

    “十二·五”国家科技支撑计划项目(2012BAK10B06);国家自然科学基金项目(41272336)

Analysis of Condition of Ensuring High-Lift Siphon Drainage and Numerical Simulation of Choice of Optimum Diameter

Xiong Xiaoliang1,2,Sun Hongyue1,Zhang Shihua1,Cai Yueliang1   

  1. 1.Ocean College, Zhejiang University, Hangzhou310058,China;
    2.Hangzhou Investigation, Design & Research Institute , Hangzhou310058,China
  • Received:2013-11-10 Online:2014-09-26 Published:2014-09-26

摘要:

富水性斜坡易产生滑坡进而形成泥石流,斜坡排水是防止地质灾害的重要手段。虹吸排水具有实时性和免动力等优势,但因斜坡排水涉及高扬程,在虹吸管内的低压环境中流动液体会发生强烈的空化现象,从而产生气液两相流。在间歇性虹吸排水过程中,如果不及时将析离的气泡带走,气泡会积聚在虹吸管顶点附近,最终破坏虹吸过程。通过对管内两相流型分析,发现只有形成完整的弹状流,才能将气泡带走,保证虹吸的长期有效。采用流体数值计算软件FLUENT的VOF模型,分别对管径为4、5、6、8 mm的虹吸管内气液两相流型进行模拟。结果表明:管径小于5 mm的条件下,表面张力起主要作用,形成完整弹状流;管径大于6 mm的条件下,形成附壁弹状流。该结论通过物理模型试验也得到证明。

关键词: 虹吸排水, 完整弹状流, 附壁弹状流, 管径选择

Abstract:

Water-rich slopes are prone to landslides and even debris flows. Slope drainage is widely used in slope engineering as an important means of geological disasters prevention. It is known that siphon drainage has the merits of real-time and power-free however, high water level in slope drainage will generate low-pressure environment, and flow liquid shows intensive cavitations phenomenon under such circumstance, which finally leads to gas-liquid two phase flow patterns. If the bubble is not removed promptly, it will accumulate at the top of the pipe in the intermittent siphon drainage process of low flow rate, and ultimately undermine the entire siphon process. In this research, VOF model in a fluid numerical software “FLUENT” is used to analyze two-phase flow patterns, it is found that only complete slug flow could carry the bubbles off and ensure long-term stable operation of the siphon drainage. We also simulate the air and flow patterns in siphon pipes of 4,5,6 and 8 mm in diameters. Simulation results show that the surface tension plays a major role for the pipes with diameters of less than 5 mm, which can form complete slug flow. On the other hand, mural slug flow shows for those diameters are larger than 6 mm. This numerical simulation results are also been proved by physical model tests.

Key words: siphon drainage, complete slug flow, mural slug flow, pipe diameter selection

中图分类号: 

  • P642.22
[1] 袁帅, 王君, 吴朝峰, 沈青松, 舒俊伟, 孙红月. 虹吸排水法处理软土地基的水位与沉降计算模型[J]. 吉林大学学报(地球科学版), 2024, 54(1): 208-218.
[2] 曹长鑫, 孙红月. 黄土地区边坡虹吸排水孔间距优化[J]. 吉林大学学报(地球科学版), 2021, 51(4): 1152-1159.
[3] 孙红月,熊晓亮,尚岳全,蔡岳良. 边坡虹吸排水管内空气积累原因及应对措施[J]. 吉林大学学报(地球科学版), 2014, 44(1): 278-284.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] 尤敏鑫,刘建民. 同位素地球化学在峨眉山大火成岩省研究中的应用现状与进展[J]. 吉林大学学报(地球科学版), 2014, 44(4): 1231 -1243 .
[2] 杨春梅, 李洪奇,陆大卫,张方礼,高 原,邵英超. 不同驱替方式下岩石电阻率与饱和度的关系[J]. J4, 2005, 35(05): 667 -671 .
[3] 祝洪臣,张炯飞,权 恒. 大兴安岭中生代两期成岩成矿作用的元素、同位素特征及其形成环境[J]. J4, 2005, 35(04): 436 -0442 .
[4] 朱建伟, 赵刚, 刘博, 郭巍, 成俊. 油页岩测井识别技术及应用[J]. J4, 2012, 42(2): 289 -295 .
[5] 陈力,梁海安,张文娟,荣帆. 模糊数学方法在城市工程地质环境区划中的应用--以抚顺市城区为例[J]. J4, 2008, 38(5): 837 -0840 .
[6] 高桂梅,苏 克,王文颖,甘树才,刘招君. 吉林省桦甸油页岩中稀土元素和微量元素的研究[J]. J4, 2006, 36(6): 974 -0979 .
[7] 吴孔运,蒋忠诚,叶 晔. 不同植物群落对灰岩试块溶蚀速率的影响[J]. J4, 2007, 37(5): 967 -0971 .
[8] 周彦章,迟宝明,刘中培. 山东夏甸金矿床充水机理构造控制模式[J]. J4, 2008, 38(2): 255 -0260 .
[9] 张渊,刘连登,孙景贵,陈国华,张洪喜,闫复传,杨开春. 胶东西北部黄埠岭金矿床两期次叠加成矿[J]. J4, 2008, 38(1): 21 -0026 .
[10] 鲁程鹏, 束龙仓, 苑利波, 张蓉蓉, 黄币娟, 王彬彬. 基于示踪试验求解岩溶含水层水文地质参数[J]. J4, 2009, 39(4): 717 -721 .