Experimental investigation of storm sewer geyser using a large-scale setup

被引:1
|
作者
Mahyawansi, Pratik [1 ]
Zanje, Sumit R. [2 ]
Sharifi, Abbas [2 ]
McDaniel, Dwayne [1 ]
Leon, Arturo S. [1 ]
机构
[1] Florida Int Univ, Mech & Mat Engn, Miami, FL 33174 USA
[2] Florida Int Univ, Civil & Environm Engn, Miami, FL 33174 USA
基金
美国国家科学基金会;
关键词
Compendex;
D O I
10.1063/5.0199012
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The storm sewer geyser is a process where an air-water mixture violently erupts from a manhole. Despite the low hydrostatic pressure, violent eruptions can achieve a height of tens of meters above the ground. This current study experimentally investigates large-scale violent geysers using a large air pocket inserted from a pressurized air tank. The total length of the pipe system is approximately 88 m with a 0.1572 m diameter pipe. This large-scale experiment facilitates the investigation of spontaneous geyser eruptions. This study identifies the role of air-water volume ratio and coefficient of pressure (ratio of absolute initial static pressure to initial dynamic pressure) on the geyser intensity using eruption images and pressure plots. A total of 116 cases are tested, in which the volume ratio is parametrically increased from 0 to 1.1 under various operating conditions. A geyser score is defined to quantify the geyser eruption nature based on visual observations. The key findings are as follows: first, a sharp transition in geyser intensity is observed at the critical volume ratio of 0.5, and pre-transition and post-transition intensity exhibit a linear relationship with the volume ratio; and second, the critical volume ratio linearly varies with the coefficient of pressure.
引用
收藏
页数:12
相关论文
共 50 条
  • [41] Novel aeration of a large-scale flat sheet MBR: A CFD and experimental investigation
    Wang, Bing
    Zhang, Kaisong
    Field, Robert W.
    AICHE JOURNAL, 2018, 64 (07) : 2721 - 2736
  • [42] Experimental Investigation of a Large-Scale Composite Riser Tube Under External Pressure
    Ramirez, Guillermo
    Engelhardt, Michael D.
    JOURNAL OF PRESSURE VESSEL TECHNOLOGY-TRANSACTIONS OF THE ASME, 2009, 131 (05):
  • [43] Large-Scale Experimental Investigation of Hydrate-Based Carbon Dioxide Sequestration
    Pang, Weixin
    Ge, Yang
    Chen, Mingqiang
    Zhang, Xiaohan
    Wen, Huiyun
    Fu, Qiang
    Lei, Xin
    Li, Qingping
    Zhou, Shouwei
    ENERGIES, 2024, 17 (13)
  • [44] Experimental investigation of deflagration of selected industrial dusts during large-scale tests
    Lichorobiec, Stanislav
    Mynarz, Miroslav
    Zdebski, Jakub
    JOURNAL OF LOSS PREVENTION IN THE PROCESS INDUSTRIES, 2025, 95
  • [45] Experimental investigation of foam spread and extinguishment of the large-scale methanol pool fire
    Zhang, Qinglin
    Wang, Lu
    Bi, Yixing
    Xu, Dajun
    Zhi, Huiqiang
    Qiu, Peifang
    JOURNAL OF HAZARDOUS MATERIALS, 2015, 287 : 87 - 92
  • [46] Experimental investigation of flow field of large-scale regenerative annular heating furnace
    School of Power Engineering, Chongqing University, Chongqing 400044, China
    不详
    不详
    Kang T'ieh, 2008, 10 (78-81+98):
  • [47] STORM:: Scalable resource management for large-scale parallel computers
    Frachtenberg, Eitan
    Petrini, Fabrizio
    Fernandez, Juan
    Pakin, Scott
    IEEE TRANSACTIONS ON COMPUTERS, 2006, 55 (12) : 1572 - 1587
  • [48] Simultaneous storm time equatorward and poleward large-scale TIDs on a global scale
    Habarulema, John Bosco
    Katamzi, Zama Thobeka
    Yizengaw, Endawoke
    Yamazaki, Yosuke
    Seemala, Gopi
    GEOPHYSICAL RESEARCH LETTERS, 2016, 43 (13) : 6678 - 6686
  • [49] INVESTIGATION OF HEAD SATURATION USING A LARGE-SCALE FERRITE MODEL HEAD
    NAKAGAWA, S
    KANAI, K
    KOBAYASHI, F
    IEEE TRANSACTIONS ON MAGNETICS, 1972, MAG8 (03) : 538 - +
  • [50] Experimental investigation on the resilient response of unbound graded aggregate materials by using large-scale dynamic triaxial tests
    Han-Cheng, Dan
    Lin-Hua, He
    Lian-Heng, Zhao
    ROAD MATERIALS AND PAVEMENT DESIGN, 2020, 21 (02) : 434 - 451