庞家伟, 丁国平, 陈刚, 商玮麟. 地下水封洞库水位降深与涌水量的数值分析[J]. 油气储运, 2013, 39(9): 1007-1001, 1017. DOI: 10.6047/j.issn.1000-8241.2013.09.019
引用本文: 庞家伟, 丁国平, 陈刚, 商玮麟. 地下水封洞库水位降深与涌水量的数值分析[J]. 油气储运, 2013, 39(9): 1007-1001, 1017. DOI: 10.6047/j.issn.1000-8241.2013.09.019
Pang Jiawei, Ding Guoping, Chen Gang, Shang Weilin. Numerical analysis of drawdown and water inflow of underground water-sealing oil storage in rock caverns[J]. Oil & Gas Storage and Transportation, 2013, 39(9): 1007-1001, 1017. DOI: 10.6047/j.issn.1000-8241.2013.09.019
Citation: Pang Jiawei, Ding Guoping, Chen Gang, Shang Weilin. Numerical analysis of drawdown and water inflow of underground water-sealing oil storage in rock caverns[J]. Oil & Gas Storage and Transportation, 2013, 39(9): 1007-1001, 1017. DOI: 10.6047/j.issn.1000-8241.2013.09.019

地下水封洞库水位降深与涌水量的数值分析

Numerical analysis of drawdown and water inflow of underground water-sealing oil storage in rock caverns

  • 摘要: 在对工作区进行水文地质调查和水文实验的基础上,运用FEFLOW软件建立三维数值模型,计算出相关参数结果,运用ARCGIS软件进行空间分析,可以得到地下洞库在施工和运营过程中的水位变化、涌水量大小、水位降深漏斗大小和范围等数值,为地下水封洞库的建设提供依据,保证施工和运营过程中的安全性和经济性。以烟台某地下水封洞库为例,利用拟合模型,对施工期及运营期的涌水量以及相应水幕补水量进行模拟预测:施工期各阶段稳定涌水量为72.3~287.6 m3/d,水幕补水量为45.5~232.7 m3/d;运营期稳定涌水量为323.5 m3/d,水幕补水量稳定值约为254 m3/d。

     

    Abstract: This paper bases on hydrogeological reconnaissance and hydrological experiments of work areas, constructs a 3D numerical model using FEFLOW software, calculates the related results, carries out spatial investigation using ARCGIS software, and enables experts to obtain numerical values of various parameters in the construction and operation of underground water-sealing oil storage in rock caverns, like water level change, water inflow, and size and scope of drawdown funnels, providing a basis to the construction of underground water-sealing oil storage in rock caverns and ensuring their operation and construction safety and economy. It takes the underground water-sealing oil storage in rock caverns in Yantai as an example, and accomplishes simulation prediction of water inflow and supply water volume of relevant water curtains during the oil storage caverns construction/operation periods. In the construction period, the oil storage caverns have stable water inflow of 72.3~287.6 m3/d, supply water volume of water curtain of 45.5~232.7 m3/d, and in the operation, both parameters are predicted to be 323.5 m3/d and about 254 m3/d respectively.

     

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