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Construction modeling and parameter optimization of multi-step horizontal energy storage salt caverns

机译:多台水平储能盐洞施工建设与参数优化

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摘要

A multi-step horizontal leaching method can be used to efficiently construct energy storage salt caverns. However, the modeling and control of a multi-step horizontal cavern are complicated and have been investigated little, resulting in many collapses of such caverns. To predict the 3-D development of a horizontal salt cavern during construction, a numerical model is proposed based on a composite structural mesh. The salt dissolution rate is introduced as being related to the brine concentration. The flow/concentration fields are dynamically divided into four subareas. Their governing equations are derived based on mass and volume conservation. The accumulation and re-distribution of the insoluble substances are considered. A C++ program is developed for model implementation. The feasibility and accuracy of the model are verified by comparisons with data in published literature. A series of simulations have been conducted for technological parameter optimization. Results show that using a larger borehole length increases cavern capacity. Using a larger step distance increases the construction control but decreases the cavern capacity. Using a larger flow rate increases construction efficiency but decreases the energy-saving coefficient and construction control. A long borehole length, a medium step distance and a variable flow rate are suggested for horizontal cavern construction.
机译:多步水平浸出方法可用于有效地构建能量储存盐洞。然而,多步水平洞穴的建模和控制是复杂的并且已经研究了很少,导致这种洞穴的许多折叠。为了预测施工期间水平盐洞的3-D开发,基于复合结构网提出了一种数值模型。将盐溶出速率引入与盐水浓度有关。流量/浓度字段被动态分为四个子区域。它们的控制方程基于质量和储蓄来源。考虑不溶性物质的积累和重新分布。为模型实现开发了C ++程序。通过与已发表文献中的数据进行比较,验证了模型的可行性和准确性。已经进行了一系列模拟,用于技术参数优化。结果表明,使用较大的钻孔长度增加了洞穴容量。使用较大的步距来增加施工控制,但降低洞穴容量。使用较大的流量提高了施工效率,但降低了节能系数和施工控制。对于水平洞穴结构,提出了长钻孔长度,介质步距和可变流量。

著录项

  • 来源
    《Energy》 |2020年第jul15期|117840.1-117840.13|共13页
  • 作者单位

    MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering Center for Hypergravity Experimental and Interdisciplinary Research Zhejiang University Hangzhou 310058 China;

    State Key Laboratory of Geomechanics and Geotechnical Engineering Institute of Rock and Soil Mechanics Chinese Academy of Sciences Wuhan 430071 Hubei China;

    MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering Center for Hypergravity Experimental and Interdisciplinary Research Zhejiang University Hangzhou 310058 China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Bedded salt rock; Energy storage salt cavern; Multi-step leaching; Cavern construction; Horizontal salt cavern;

    机译:床上盐岩;储能盐洞;多步浸出;洞穴建设;水平盐洞穴;

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