首页|阻断水锤传播的调压塔水力特性及其应用

阻断水锤传播的调压塔水力特性及其应用

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安全可控的水锤压力是保障长距离有压输水工程稳定运行的必要条件,然而对于超长有压输水系统,还需要重点关注局部爆管等极端事故产生的超标水锤压强,其在全线蔓延导致整个输水系统瘫痪,可能引发次生危害.为解决极端水锤压力在整个输水系统传播的问题,首先提出一种阻断水锤传播的圆筒式溢流调压塔结构,通过将调压塔进水管竖直向上深入调压塔内部,形成圆筒式溢流调压塔,利用调压塔结构将进出水管道有效分割,以此阻断水锤的传播.随后通过模型试验和数值模拟方法分析了阻断式调压塔的水力特性,发现调压塔内流态均匀,溢流水体能在调压塔内充分消能后进入下游管线.最后将此调压塔应用于引绰济辽有压管线中,发现当管线出现局部爆管事故时,此调压塔能有效阻断负水锤的传播,避免水锤在全线蔓延,缩小事故影响范围.研究成果可为超长距离输水系统的水锤防护措施研究提供借鉴依据.
Hydraulic Characteristics and Application of Cylindrical Surge Tower for Blocking Water Hammer Propagation
Safe and controllable water hammer pressure is a necessary condition to ensure the stable operation of long pressurized piping system.However,in ultra-long pressurized pipeline system,extreme accidents such as local pipe bursts may paralyze the entire system or lead to secondary disasters due to the widespread propagation of water hammer pressure throughout the entire pipeline.To address this issue,we introduce a cylindrical overflow surge tow-er designed to block water hammer propagation.The surge tower features a vertical inlet pipe,which effectively seg-ments the pipelines and prevents water hammer from spreading.We analyzed the hydraulic characteristics of this surge tower using both model tests and numerical simulations.Our findings indicate that the flow patterns within the tower are uniform,and the overflow water dissipates sufficient energy before entering the downstream pipeline.Fi-nally,we describe the application of this surge tower to the Chaoer River to Liaohe River Diversion Project.Results demonstrate that the surge tower effectively blocks the propagation of water hammer in case of local pipe bursts,thereby mitigating the negative impact of water hammer on the entire pipeline system.The findings offer valuable in-sights into protection strategies against water hammer for ultra-long pressurized piping systems.

ultra-long pressurized piping systemtransient processwater hammer protectionblocking-up surge towerhydraulic characteristics

后小霞、徐晓东、石韬、任坤杰、辛福选、杨青远、韩松林

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长江科学院水力学研究所,武汉 430010

长江科学院水利部长江中下游河湖治理与防洪重点实验室,武汉 430010

内蒙古引绰济辽供水有限责任公司,内蒙古乌兰浩特 137400

内蒙古自治区水利水电勘测设计院,呼和浩特 010020

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超长有压输水系统 过渡过程 水锤防护 阻断式调压塔 水力特性

中央级公益性科研院所基本科研业务费项目

CKSF2023317+SL

2024

长江科学院院报
长江科学院

长江科学院院报

CSTPCD北大核心
影响因子:0.618
ISSN:1001-5485
年,卷(期):2024.41(10)