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温度冲击效应激发的热干岩三维孔隙-裂隙网络发育及强化渗流传热特性

Characteristics of Three-Dimensional Pore-Fracture Network Development and Enhanced Seepage Heat Transfer in Hot Dry Rock Stimulated by Temperature Shock Effects.

作者信息

Sun Yong, Feng Long, Zhai Cheng, Yu Xu, Xu Jizhao, Cong Yuzhou, Zheng Yangfeng, Tang Wei, Wang Yu, Wang Shuai

机构信息

School of Low Carbon Energy and Power Engineering, China University of Mining and Technology, Xuzhou, Jiangsu 221116, China.

School of Safety Engineering, China University of Mining and Technology, Xuzhou, Jiangsu 221116, China.

出版信息

ACS Omega. 2024 Dec 3;9(50):49580-49596. doi: 10.1021/acsomega.4c07546. eCollection 2024 Dec 17.

Abstract

Hot dry rock (HDR) geothermal is a sustainable and clean energy source. However, its development progress is hindered by creating seepage channels in deep reservoirs with low porosity and permeability. Traditional hydraulic fracturing techniques are ineffective for enhancing the permeability of these high-strength reservoirs. To address this, a cyclic nitrogen injection technique was proposed, which leverages the thermal gradients of the hot reservoir to stimulate a complex thermally induced fracture network. To study the three-dimensional pore-fracture structure and the flow characteristic of HDR under temperature shock effects, various high-temperature rock samples (200-500 °C) were treated with 5 cycles of liquid nitrogen cold shock. Using digital core technology, a visual pore-fracture network was reconstructed and the simulation of flow and heat exchange within this network was further performed. The main conclusions are as follows: Following the liquid nitrogen cold shock treatment with rock cores of 200-300 °C, only a few isolated micropores were formed, marked by low porosity and poor connectivity, yielding effective porosities of 0.79 and 1.52%, respectively. In contrast, the cold shock at 400-500 °C induced the formation of a reticulated pore-fracture network. This development was attributed to the combined effects of thermal stress and grain expansion, with an effective porosity reaching 12.58%. Further, a pore network model revealed a substantial increase in both the pore number and size, especially under the cold shock of 500 °C cores, where the largest pore radius reached 2133 μm. The permeability of the representative elementary volume increased significantly with the rising cold shock temperature difference, escalating from 13.79 μm at 200 °C to 1101.39 μm at 500 °C. This shift signifies a transition from localized to more extensive flow paths. Based on the actual pore-fracture network, a simulation of heat extraction from HDR was conducted, showing that the exchanged heat increased from 4.51 × 10 to 8.34 × 10 W with the rise in the temperature difference. Within the temperature range of 300-400 °C, a singular flow path was observed, characterized by minimal fluid transport but elevated exit temperatures. Meanwhile, at 500 °C, a superior heat exchange network was established, featuring improved fluid transport and heat exchange efficiency.

摘要

热干岩地热能是一种可持续的清洁能源。然而,在低孔隙率和低渗透率的深部储层中创建渗流通道阻碍了其开发进程。传统的水力压裂技术对于提高这些高强度储层的渗透率无效。为了解决这一问题,提出了一种循环注氮技术,该技术利用热储层的热梯度来激发复杂的热致裂缝网络。为了研究热干岩在温度冲击作用下的三维孔隙-裂缝结构和流动特性,对各种高温岩石样品(200-500°C)进行了5次液氮冷冲击处理。利用数字岩心技术,重建了可视化的孔隙-裂缝网络,并进一步对该网络内的流动和热交换进行了模拟。主要结论如下:对200-300°C的岩心进行液氮冷冲击处理后,仅形成了一些孤立的微孔,孔隙率低且连通性差,有效孔隙率分别为0.79%和1.52%。相比之下,400-500°C的冷冲击诱导形成了网状孔隙-裂缝网络。这种发育归因于热应力和颗粒膨胀的综合作用,有效孔隙率达到12.58%。此外,孔隙网络模型显示孔隙数量和尺寸都有显著增加,特别是在500°C岩心的冷冲击下,最大孔隙半径达到2133μm。代表性单元体的渗透率随着冷冲击温差的升高而显著增加,从200°C时的13.79μm²升至500°C时的1101.39μm²。这种转变意味着从局部流路向更广泛流路的转变。基于实际的孔隙-裂缝网络,对热干岩的热量提取进行了模拟,结果表明,随着温差的升高,交换的热量从4.51×10⁴W增加到8.34×10⁴W。在300-400°C的温度范围内,观察到单一的流路,其特点是流体传输极少但出口温度升高。同时,在500°C时,建立了一个优越的热交换网络,具有改善的流体传输和热交换效率。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/a3b2/11656393/7b7f6853d2d2/ao4c07546_0001.jpg

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