山东大学学报 (工学版) ›› 2025, Vol. 55 ›› Issue (2): 125-133.doi: 10.6040/j.issn.1672-3961.0.2024.190
• 土木工程 • 上一篇
彭振华1,王者超2,李佳佳2,乔丽苹3,赵秦尼3,李涵硕2
PENG Zhenhua1, WANG Zhechao2, LI Jiajia2, QIAO Liping3, ZHAO Qinni3, LI Hanshuo2
摘要: 扩建地下水封油库可能对已建相邻洞库产生相互影响。针对国内首个大型地下水封洞库扩建工程,开展地下水封洞库水封效率评价与扩建-已建工程水封性相互影响分析,依据地下水位、水封效率对该扩建工程水幕系统进行优化。研究结果表明:扩建洞库工程的开挖破坏了地下初始稳定渗流场,会导致已建洞库水位小幅下降,涌水量上升,但已建洞库水封性仍满足要求,研究结果说明扩建工程施工对已建工程运行的水封性影响有限;相比于独立选址建库,在已建洞库旁进行扩建,扩建洞库地下水位和涌水量均发生下降,但降幅不多,满足水封要求。综上所述,在已建工程旁进行扩建是可行的;在满足地下水位的要求下,可适当降低水幕孔压力、增大水幕孔间距来进行扩建地下水封洞库的水幕系统优化。
中图分类号:
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[1] | 王者超,张振杰,李术才,毕丽平,方水鑫,钟克诚. 基于离散裂隙网络法的地下石油洞库洞室间水封性评价[J]. 山东大学学报(工学版), 2016, 46(2): 94-100. |
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