俄亥俄州哥伦布市隧道系统多相快速充填条件研究

IF 1.2 Q4 WATER RESOURCES
JOSE G. VASCONCELOS, H. Gheith, Robson L. Pachaly, M. Abdel-latif, Robert Herr
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引用次数: 0

摘要

俄亥俄州哥伦布市正在实施一个隧道系统,以减少污水溢流到西奥托河的次数。隧道系统为现有的Olentangy Scioto截流污水渠提供了缓解措施。正在实施的两条新隧道是自2017年7月投入使用的OSIS增强和减压下水道(OARS),以及计划于2025年投入使用的下Olentangy隧道(LOT)。利用HAST混合流动模型和OpenFOAM CFD模型,研究了这些隧道在高流入条件下的性能,以确定浪涌的大小、气穴夹持的可能性、气-水浪涌以及气穴在竖井中不受控制释放的后果。流入系统的流入量是通过校准的收集系统SWMM模型获得的。建模结果量化了隧道降轴中的喘振,并通过内置喘振控制室对其进行了缓解。HAST模拟还指出了可能形成气穴的位置。这些结果在OpenFOAM中被用来确定通过连接两条隧道的竖井不受控制地释放空气的影响。结果表明,矿井适当的通风将使气相压力的增长减缓到有害的水平。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Multiphase Rapid Filling Conditions of Tunnel System in Columbus, Ohio
The City of Columbus, Ohio is implementing a tunnel system to reduce the number of episodes of combined sewer overflows into the Scioto River. The tunnel systems provide relief to the existing Olentangy Scioto Interceptor Sewer. Two new tunnels being implemented are the OSIS Augmentation and Relief Sewer (OARS), in service since July 2017, and the Lower Olentangy Tunnel (LOT) that is planned to be in service in 2025. The performance of these tunnels in respect to high inflow conditions was investigated with the use of the HAST mixed flow model and the OpenFOAM CFD model to determine the magnitude of surges, the possibility of air pocket entrapment, air–water surging, and the consequences of uncontrolled air pocket releases through shafts. Inflows into the systems were obtained from a calibrated collection system SWMM model. Modeling results quantified surging in the tunnel dropshafts and their mitigation from built-in surge control chambers. HAST simulations also pointed to locations where air pockets could form. These results were used in OpenFOAM to determine the effects of uncontrolled air release through the shaft that links the two tunnels. It was shown that proper ventilation at the shaft will mitigate the growth of air phase pressure to damaging levels.
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来源期刊
CiteScore
1.30
自引率
0.00%
发文量
8
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