非承压含水层底部单孔疏放水渗流特征

李洋, 王文学, 肖航, 孙毅, 王运, 狄梦娜

李洋, 王文学, 肖航, 孙毅, 王运, 狄梦娜. 非承压含水层底部单孔疏放水渗流特征[J]. 煤田地质与勘探, 2019, 47(3): 154-159,165. DOI: 10.3969/j.issn.1001-1986.2019.03.024
引用本文: 李洋, 王文学, 肖航, 孙毅, 王运, 狄梦娜. 非承压含水层底部单孔疏放水渗流特征[J]. 煤田地质与勘探, 2019, 47(3): 154-159,165. DOI: 10.3969/j.issn.1001-1986.2019.03.024
LI Yang, WANG Wenxue, XIAO Hang, SUN Yi, WANG Yun, DI Mengna. The seepage characteristics of a single well dewatering from an unconfined aquifer bottom[J]. COAL GEOLOGY & EXPLORATION, 2019, 47(3): 154-159,165. DOI: 10.3969/j.issn.1001-1986.2019.03.024
Citation: LI Yang, WANG Wenxue, XIAO Hang, SUN Yi, WANG Yun, DI Mengna. The seepage characteristics of a single well dewatering from an unconfined aquifer bottom[J]. COAL GEOLOGY & EXPLORATION, 2019, 47(3): 154-159,165. DOI: 10.3969/j.issn.1001-1986.2019.03.024

 

非承压含水层底部单孔疏放水渗流特征

基金项目: 

国家自然科学基金项目(41602298);河南省高等学校重点科研项目(16A410004)

详细信息
    作者简介:

    李洋,1979年生,男,河南正阳人,硕士,高级工程师,从事水文地质、工程地质、地下水监测等领域的生产研究工作.E-mail:laymanlee13@qq.com

    通讯作者:

    王文学,1985年生,男,江苏丰县人,博士,讲师,从事水文地质、工程地质等方面的教学科研工作.E-mail:wang603698305@163.com

  • 中图分类号: P641.4+1

The seepage characteristics of a single well dewatering from an unconfined aquifer bottom

Funds: 

National Natural Science Foundation of China(41602298)

  • 摘要: 由含水层底部向上施工疏放水孔(井)进行疏水降压是保证煤矿安全开采的重要措施之一,该类疏放水孔与地面抽水井的渗流特征具有显著差别。为了研究井下疏放水孔的渗流特征,以非承压含水层底部单井疏放水孔为例,采用数值模拟的方法对其渗流特征进行研究。研究结果表明,当疏放水井的井长lw小于临界长度lc时,即lw<lc,疏放水井上部含水层孔隙水压力大于0,且由下而上呈先增加后减小的分布规律,渗流量与井长呈指数函数关系增加;当lwlc时,疏放水非完整井的渗流特征及渗流量与完整井相同;渗流量随井半径增加呈指数关系增加,且指数小于1;将s+lw代替水位降深s对裘布依(Dupuit)潜水完整井计算公式进行修正,当lw<lc时,采用修正的Dupuit潜水完整井计算公式计算疏放水非完整井渗流量更精确。该研究结果对认识井下疏放水井上部孔隙水压力分布特征及合理布置疏放水井具有重要的借鉴意义。
    Abstract: Dewatering from an aquifer bottom for drain and depressurization is one common method to ensure safety mining. This method is significantly different from pumping from the ground. In order to study the seepage characteristics of the dewatering hole(well), the seepage characteristics of a single well dewatering from an unconfined aquifer bottom was taken as an example and studied using numerical simulation method. The results show that when lw<lc, the pore water pressure above the dewatering well is greater than zero, which presents the rule of increasing first then decreasing from bottom to top, and the seepage flow increases with well length following an exponential function relationship. When lwlc, the seepage characteristics and seepage flow of the incomplete dewatering well is the same with the complete dewatering well. The seepage flow increases with the well radius following a power relationship with the exponent less than 1. By substituting s+lw into Dupuit formula for unconfined complete wells instead of drawdown s, a revised formula was proposed which could be used to calculate water flow for uncomplete dewatering wells with a more accurate result. This study will provide an important theoretical basis for understanding the seepage characteristics and more effectively drilling of the dewatering wells.
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出版历程
  • 收稿日期:  2018-10-05
  • 发布日期:  2019-06-24

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