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竖井式贯流泵站流激振动特性及安全评价研究

张汉云 林润丰 吴科军 顾双 周铫 施国土 章寰宇

水力发电2026,Vol.52Issue(6):37-43,105,8.
水力发电2026,Vol.52Issue(6):37-43,105,8.

竖井式贯流泵站流激振动特性及安全评价研究

Flow-induced Vibration Characteristics and Safety Assessment of Pump Structure of Shaft-type Tubular Pumping Station

张汉云 1林润丰 1吴科军 2顾双 3周铫 4施国土 5章寰宇1

作者信息

  • 1. 河海大学水利水电学院,江苏 南京 210024
  • 2. 浙江省余姚市发展和改革局,浙江 余姚 315400
  • 3. 江苏省骆运水利工程管理处,江苏 宿迁 223800
  • 4. 浙江省余姚市水库管理局服务中心,浙江 余姚 315400
  • 5. 浙江省围海建设集团股份有限责任公司,浙江 宁波 315100
  • 折叠

摘要

Abstract

A fluid-pump-structure coupling analysis model is established for studying the vibration safety of shaft-type tubular pump stations.Based on the fluid-structure interaction method,the RNG k-ε turbulence model combined with the sliding grid technique is employed to analyze the distribution characteristics of vibration displacement,velocity,and acceleration of the pump house structure under normal operating conditions.The research shows that the vibration of the pump house meets control standards,with the extreme value of vibration displacement occurring at the gate wall of maintenance gate in the top section of inlet channel,while the extreme values of vibration velocity and acceleration appear at the connection between the lower concrete and the pump casing.The research can provide a reference for vibration control and operational management of similar tubular pumping station structures.

关键词

泵站/流固耦合/流激振动/振动安全评价

Key words

pump station/fluid-structure interaction/flow-induced vibration/vibration safety assessment

分类

建筑与水利

引用本文复制引用

张汉云,林润丰,吴科军,顾双,周铫,施国土,章寰宇..竖井式贯流泵站流激振动特性及安全评价研究[J].水力发电,2026,52(6):37-43,105,8.

基金项目

国家自然科学基金面上项目(524791220) (524791220)

宁波市水利科技项目(NSKA202401) (NSKA202401)

淮河入海水道二期工程枢纽建设质量及安全保障提升关键技术研究(RHSD2/FW-2024-03) (RHSD2/FW-2024-03)

水力发电

0559-9342

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