| 深埋洞室群围岩渗流场分析及渗控效果初步评价 |
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| 引用本文： | 崔皓东,朱岳明,张家发,朱国胜. 深埋洞室群围岩渗流场分析及渗控效果初步评价[J]. 长江科学院院报, 2009, 26(10): 71-75 |
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| 作者姓名： | 崔皓东 朱岳明 张家发 朱国胜 |
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| 作者单位： | 1. 长江科学院,水利部岩土力学与工程重点实验室,武汉,430010
2. 河海大学,水利水电工程学院,南京,210098 |
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| 基金项目： | 国家自然科学基金项目，国家"十一五"支撑计划课题 |
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| 摘 要： | 采用三维有限元精细模拟技术，对某抽水蓄能电站工程复杂渗流场进行计算，重点研究了深埋高压输水隧洞和岔洞钢筋混凝土衬砌开裂状态下洞室群围岩的渗流场分布特征。研究表明，在高压岔洞下游侧高压支管区设置防渗帷幕和排水孔幕组合防渗体系，对衬砌开裂状态下的高压渗水有显著控制作用，使该区域渗控效果基本满足要求，为下游厂房长期安全运行提供了保障。
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| 关 键 词： | 渗流自由面 排水孔 高压岔洞 地下洞室群 渗控效果 |
Analysis on Seepage Field and Preliminary Evaluation on Seepage Control Effect of Rockmass around Deep Buried Caverns |
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| CUI Hao-dong,ZHU Yue-ming,ZHANG Jia-fa,ZHU Guo-sheng. Analysis on Seepage Field and Preliminary Evaluation on Seepage Control Effect of Rockmass around Deep Buried Caverns[J]. Journal of Yangtze River Scientific Research Institute, 2009, 26(10): 71-75 |
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| Authors: | CUI Hao-dong ZHU Yue-ming ZHANG Jia-fa ZHU Guo-sheng |
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| Abstract: | The complicated seepage flow field of a pumped storage power station project was simulated by 3D finite element refined simulation technology, the distribution characteristics of surrounding rock seepage field was studied in detail under lining cracks of the high pressure tunnel. The results show that the comprehensive measures for water tight curtain and drainage holes in downstream side of tunnel is effective under cracking hydraulic tunnel, so the seepage field can be controlled to reach up to the requirements, and the safety of the powerhouse is ensured in operating period. |
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