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A case study on optimum identification of water curtain hydraulic pressure using three-phase flow numerical simulation

机译:三相流数值模拟优化识别水幕水压的案例研究

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摘要

Groundwater-sealed liquid propane storage cavern is usually built in crystalline rock mass. Water curtain system is an indispensable facility to ensure the containment efficiency of the cavern due to the strong heterogeneity of fractured rock mass and the special properties of stored product. In this study, a propane cavern in Yantai, Shandong province is selected as a study case to investigate the reasonable water curtain pressure. Stochastic mathematical method was applied to calculate the permeability coefficient of the study area. A vertical 2D three-phase flow model based on THOUGH2 is established to study the migration characteristics of the stored product under different water curtain pressure and the influence of water curtain pressure on the gas containment of the cavern. It was found that the leakage of stored product can be restrained effectively when the water curtain pressure is greater than or equal to 0.8MPa. When the water curtain is greater than or equal to 1.2MPa, part of water in the water curtain is discharged from the simulation area, which will reduce the utilization rate of water resources and increase the operating cost. Therefore, the reasonable range of horizontal water curtain pressure is 0.8 similar to 1.1MPa under this case or similar condition. The geological conditions and the migration characteristics of stored product considered in this paper, and the reasonable range of water curtain pressure obtained as well, can provide a new reference and methodology for the optimum determination of water curtain pressure in groundwater-sealed cavern engineering to increase the efficiency and reduce the cost of the work.
机译:地下水密封的液态丙烷储存洞穴通常建在晶体岩体中。水幕系统是必不可少的设施,因为裂隙岩体的强烈异质性和储藏产品的特殊性能,可确保洞穴的围护效率。本研究以山东省烟台市的一个丙烷洞穴为例,研究合理的水幕压力。应用随机数学方法计算研究区域的渗透系数。建立了基于THOUGH2的垂直二维三相流模型,研究了不同水幕压力下储藏物的运移特性,以及水幕压力对洞穴含气量的影响。发现当水幕压力大于或等于0.8MPa时,可以有效地抑制储存产品的泄漏。当水幕大于或等于1.2MPa时,水幕中的部分水会从模拟区域排出,这将降低水资源的利用率,并增加运营成本。因此,在这种情况下或类似条件下,水平水幕压力的合理范围为0.8,类似于1.1MPa。本文所考虑的地质条件和储藏物的运移特征,以及合理获得的水幕压力范围,可为确定地下水封洞工程增加水幕压力提供新的参考和方法。效率和降低工作成本。

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