LIU Qi-sheng. A discussion on water inrush coefficient[J]. COAL GEOLOGY & EXPLORATION, 2009, 37(4): 34-37,42. DOI: 10.3969/j.issn.1001-1986.2009.04.009
Citation: LIU Qi-sheng. A discussion on water inrush coefficient[J]. COAL GEOLOGY & EXPLORATION, 2009, 37(4): 34-37,42. DOI: 10.3969/j.issn.1001-1986.2009.04.009

A discussion on water inrush coefficient

More Information
  • Received Date: April 23, 2009
  • Available Online: March 10, 2023
  • Water inrush from coal seam floor is a kind of natural disaster during coal mining process in Northern China coal field.The main method for predicting water inrush from coal seam floor and evaluating the water inrush degree of coal mining with water pressure is water inrush coefficient method.However,calculation and determination of critical values of water inrush coefficient need to be studied further.Based on explaining coal mining with water pressure and water inrush coefficient,several formulas for calculating water inrush coefficient and determination methods of parameters were discussed,the origination and application condition of critical water inrush coefficient and a new formula of calculating water inrush coefficient were presented.Not only water pressure and aquiclude thickness but also fracture depth of coal seam floor,intrusion height and top aquiclude part in Ordovician limestone were considered in the formula which laid the foundation for calculating new critical value of water inrush coefficient.
  • Related Articles

    [1]HAN Kun. Stability analysis and ecological management of the Maerdang highway slope[J]. COAL GEOLOGY & EXPLORATION, 2017, 45(4): 94-96,101. DOI: 10.3969/j.issn.1001-1986.2017.04.016
    [2]LIAN Baoqin, WANG Xingang. Collapsed sliding failure mechanism of slope excavation in joint loess[J]. COAL GEOLOGY & EXPLORATION, 2015, 43(1): 68-71. DOI: 10.3969/j.issn.1001-1986.2015.01.014
    [3]LIU Xiaoping. Analysis on influencing factors and their sensitivity for slope stability in opencast coal mine of eastern Inner Mongolia[J]. COAL GEOLOGY & EXPLORATION, 2014, 42(3): 74-77,81. DOI: 10.3969/j.issn.1001-1986.2014.03.017
    [4]LÜ Yuanqiang, ZHANG Xingqin, JIANG Haibo, YANG Lingyun. Optimal slope rate of loess slope formed by construction excavation in west Shanxi[J]. COAL GEOLOGY & EXPLORATION, 2011, 39(6): 58-62. DOI: 10.3969/j.issn.1001-1986.2011.06.014
    [5]WANG Yu, SU Shengrui, YU Hongming. Yu Wang Bian slope stability analysis based on coupled analysis method[J]. COAL GEOLOGY & EXPLORATION, 2010, 38(5): 50-54. DOI: 10.3969/j.issn.1001-1986.2010.05.011
    [6]CAO Yun, XIAO Wu. Application of strength reduction and gravity increase method in three dimensional slope stability analysis[J]. COAL GEOLOGY & EXPLORATION, 2010, 38(3): 46-50. DOI: 10.3969/j.issn.1001-1986.2010.03.011
    [7]LI Rong-wei, HOU En-ke. Orthogonality analysis of sensibility on factors of slope stability in opencast coal mine[J]. COAL GEOLOGY & EXPLORATION, 2009, 37(1): 52-56.
    [8]ZHANG Li, CHEN Jian-ping, XIAO Yun-hua, GUO Zhen. GA-based slope stability analysis[J]. COAL GEOLOGY & EXPLORATION, 2008, 38(5): 42-44.
    [9]LI Rong-wei, HOU En-ke, LIU Tian-lin. Stability analysis of combined slope in open-pit coal based on 3D numerical simulation[J]. COAL GEOLOGY & EXPLORATION, 2008, 36(2): 43-46,51.
    [10]WANG Gui-rong. Stability analysis on segment k207+690~830 slope of Huangling-Yan’an highway[J]. COAL GEOLOGY & EXPLORATION, 2006, 34(6): 40-43.

Catalog

    Article Metrics

    Article views (144) PDF downloads (10) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return