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大落差地下水封油库收发油作业的安全性 被引量:3

Safety of oil loading/unloading operations in underground water-sealing oil storage with significant elevation
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摘要 大落差地下水封油库进行收发油作业时,地面至洞库的立管易出现不满流及喷溅现象,油流对立管底部的冲击力较大。为此,需要在立管上安装节流板,进油立管安装节流板后,底部所受冲力仅为安装节流板前的20%~34%。基于能量守恒及节流板设计规范,建立了收发油工艺数学模型,计算确定了节流板的位置、厚度、孔数、单孔直径等参数。使用TLNET软件模拟地下水封油库停输再启动过程,分析了收发油管道的瞬态压力变化趋势,当启、停泵时间为2min时,管道沿线最大瞬变压力低于1.9MPa,小于管道设计承压,不会对油库的作业安全造成威胁。 During oil loading/unloading operation, the vertical pipe between ground surface and bottom of underground water-sealed oil storage with significant elevation may subject to spilling and slack flow conditions. If it happens, oil flow may generate significant impacts to the bottom of the vertical pipe. Consequently, it is necessary to equip the feeding vertical pipe with throttling plate, which can reduce impact force up to 20%-34%. Based on energy conservation principles and design codes of throttling plate, mathematical model for oil loading/unloading processes can be established to the determine position, thickness, the number of holes, hole diameters and other parameters related to the throttling plate. In addition, software TLNET can be deployed to simulate the shut-up and restart processes of underground water-sealed oil storage and then to analyze the changes in transient pressures. With the time in pump restart and shut-up at 2 minutes, the maximum transient pressure along the pipeline shall be lower than 1.9 MPa, which is lower than designed pressure-bearing capacity of the pipeline. Consequently, operation safety ofoil storage will not be threatened. (5 Tables, 6 Figures, 6 References)
出处 《油气储运》 CAS 2013年第7期750-755,共6页 Oil & Gas Storage and Transportation
基金 国家自然科学基金重点项目"深水环境下易凝高粘原油-天然气输送系统流动保障基础问题研究" 51134006
关键词 大落差 水封油库 节流板 TLNET模拟 收发油 安全性 significant elevation underground water-sealed oil storage throttling plate TLNET simulation oil loading/unloading operation safety
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  • 1杜国敏,耿晓梅,徐宝华.国外地下水封岩洞石油库的建设与发展[J].油气储运,2006,25(4):5-6. 被引量:24
  • 2张元林.积分变换[M].北京:高等教育出版社,2003.
  • 3陈育民.FLAC/FLAC3D基础与工程实例[M].1版.北京:中国水利水电出版社,2008:28-97.
  • 4中国石油天然气管道工程有限公司.国家二期石油储备基地某地下储备库工程可行性研究,地-1591/明[R].廊坊:中国石油天然气管道工程有限公司,2006.
  • 5陈祖l是岩质边坡稳定分析——原理、方法、程序[M].北京.中国水利水电出版社,2005.
  • 6HO~ E, MARIN~ P. Predi~ing tunnel squeezing prablems in weak heterogeneous rock ~sses(Part 1)[J]. Tunnels andTunneI1~ng Int~tional,2000( 11 ): 1-5.
  • 7MARTIN C D, FALSER P K, MCCREATH D R. H~,Brown ~r~eters for predicting the depth of brittle failure around ~ls[J]. Can Geotech J, 1999, 36:136-151.
  • 8郭光臣,董文兰,张志廉.油库设计与管理[M].东营:中国石油大学出版社,2003:221-270.
  • 9马金国,唐永进,张发有.石油化工管道柔性设计规范:SH/T3041-2002[S].北京:中国石化出版社,2003:1-3.
  • 10王志宏,李苏秦.石油化工管道支吊架设计规范:SH/T3073-2004[S].北京:中国石化出版社,2005:5-9.

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