| 咸水层CO2地质封存地下利用空间评估方法研究 |
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| 引用本文： | 刁玉杰, 马鑫, 李旭峰, 张成龙, 刘廷. 2021. 咸水层CO2地质封存地下利用空间评估方法研究. 中国地质调查, 8(4): 87-91. doi: 10.19388/j.zgdzdc.2021.04.09 |
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| 作者姓名： | 刁玉杰 马鑫 李旭峰 张成龙 刘廷 |
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| 作者单位： | 中国地质调查局水文地质环境地质调查中心,河北 保定 071051 |
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| 基金项目： | 国家重点研发计划重点专项“碳捕集利用封存产业技术能力的提升与创新(编号: 2019YFE0100100)”项目资助 |
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| 摘 要： | 咸水层CO2地质封存技术是我国实现碳中和目标的重要支撑技术,也是一项深部地下空间开发利用技术。咸水层CO2地质封存工程利用的深部地下空间,需要在确定CO2羽流、扰动边界和经济因素“三级边界”的基础上进行综合评估。以我国唯一的深部咸水层CO2地质封存项目——国家能源集团鄂尔多斯碳捕集与封存(Carbon Capture and Storage, CCS)示范工程为实例,基于封存场地储层CO2羽流监测以及扰动边界的推断预测结果综合评估,认为示范工程平面上4个1'×1'经纬度范围可作为地下利用空间平面边界,垂向上以纸坊组顶界(深度约958 m)为地下封存体顶部边界,以深度2 800 m为底板封隔层底界。提出的咸水层CO2地质封存地下利用空间评估方法,能够为未来封存工程地下利用空间审批与监管提供一定参考,但也需要进一步结合已有法律法规及规模化封存工程实践完善提升。
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| 关 键 词： | 咸水层 CO2地质封存 CO2羽流 扰动边界 地下利用空间 |
| 收稿时间： | 2021-06-30 |
| 修稿时间： | 2021-08-20 |
Evaluation methods of underground space utilization for CO2 geological storage in deep saline aquifers |
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| DIAO Yujie, MA Xin, LI Xufeng, ZHANG Chenglong, LIU Ting. 2021. Evaluation methods of underground space utilization for CO2 geological storage in deep saline aquifers. Geological Survey of China, 8(4): 87-91. doi: 10.19388/j.zgdzdc.2021.04.09 |
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| Authors: | DIAO Yujie MA Xin LI Xufeng ZHANG Chenglong LIU Ting |
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| Affiliation: | Center for Hydrogeology and Environmental Geology Survey, China Geological Survey, Hebei Baoding 071051, China |
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| Abstract: | CO2 geological storage in deep saline aquifers is an important supporting technology to achieve the goal of carbon neutrality in China, and it is also a technology of deep underground space development and utilization. The deep underground space for CO2 geological storage in deep saline aquifers should be comprehensively evaluated on the basis of three-level boundaries, including CO2 plume, perturbation boundary and economic condition. In this paper, the only deep saline aquifers storage project in China—the Ordos CCS demonstration project of National Energy Group have been taken as a case study. Based on the monitoring of CO2 plume at the storage site and the prediction of perturbation boundary and the prediction of perturbation boundary, the authors have comprehensively affirmed that the 4 basic units of latitude 1' × longitude 1' of the project could be utilized as the boundary of CCS demonstration project. While the top of Zhifang Formation (about 958 m in depth) could be the top boundary, and the seal depth of 2 800 m is the bottom boundary of storage body in vertically. The method of developing deep underground space for CO2 geological storage, proposed in this paper could provide references for the scientific planning and policy enacting in management. However, this method still needs to be further improved in combination with the existing laws and regulations and the future practice of large-scale storage projects. |
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| Keywords: | saline aquifers CO2 geological storage CO2 plume perturbation boundary underground space utilization |
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