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综合管廊排水系统潜水泵的临界淹没深度
引用本文:刘阳,兰惠清,张峥茂,岳彬,高荣琴. 综合管廊排水系统潜水泵的临界淹没深度[J]. 科学技术与工程, 2021, 21(5): 2026-2033
作者姓名:刘阳  兰惠清  张峥茂  岳彬  高荣琴
作者单位:北京交通大学机械与电子控制工程学院,北京100044;北京航空工程技术研究中心,北京100076
基金项目:国家重点研发计划“城市地下综合管廊安全防控技术研究及示范”项目(编号2017YFC0805005)
摘    要:综合管廊设有雨水渗透、外部通风口、人员进出口、投料口等外部开口,一旦发生紧急进水,排水系统是保障管廊安全运行的重要附属设施.通过对北京、上海及海口等管廊考察,确立了典型管廊排水系统示意简图,建立了集水坑排水模型,使用计算流体动力学软件对排水过程进行模拟,探究了潜水泵的临界相对淹没深度,提出了一个新的廊内集水坑理想条件、...

关 键 词:综合管廊  集水坑  潜水泵  临界淹没深度  弗劳德数
收稿时间:2020-05-14
修稿时间:2021-02-05

Study on Critical Submerged Depth of Sump Pump for Drainage System in Utility Tunnel
Liu Yang,Lan Huiqing,Zhang Zhengmao,Yue Bin,Gao Rongqin. Study on Critical Submerged Depth of Sump Pump for Drainage System in Utility Tunnel[J]. Science Technology and Engineering, 2021, 21(5): 2026-2033
Authors:Liu Yang  Lan Huiqing  Zhang Zhengmao  Yue Bin  Gao Rongqin
Affiliation:School of Mechanical,Electronic and Control Engineering,Beijing Jiaotong University;Beijing Aeronautical Technology Research Center,Fengtai
Abstract:There exist some external openings such as rainwater infiltration, external vents, personnel entrances and feed openings in the utility tunnel. The drainage system is an important auxiliary facility for the emergency entry of pipe tunnel. Through in-site investigation of utility tunnels in Beijing, Shanghai and Haikou, a schematic diagram of the typical water drainage system of utility tunnels was established, and a sump drainage model using computational fluid dynamics software was built in this paper. After that, the drainage process was simulated, and the critical submerged depth of the sump pump was explored. A new empirical formulas of the ideal conditions, the fixed inlet velocity and the continuous change of the water inlet velocity in the pipe tunnel were proposed, furthermore, it was compared and analyzed with the common three empirical formulas (etc: Knuass formula, Hecker formula and Heyun formula) in a detail. The results can provide guidance for the design of the sump of the drainage system, the layout of the sump pump and the decision of safety evaluation.
Keywords:utility tunnel   sump   sump pump   critical submerged depth   Froude number
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