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旁海船闸阀门水力特性与防空化技术研究*
引用本文:严秀俊,胡亚安,王 蛟,李学义. 旁海船闸阀门水力特性与防空化技术研究*[J]. 水运工程, 2016, 0(12): 31-35
作者姓名:严秀俊  胡亚安  王 蛟  李学义
作者单位:南京水利科学研究院,水文水资源与水利工程科学国家重点实验室,通航建筑物建设技术交通行业重点实验室,江苏 南京 210029,南京水利科学研究院,水文水资源与水利工程科学国家重点实验室,通航建筑物建设技术交通行业重点实验室,江苏 南京 210029,南京水利科学研究院,水文水资源与水利工程科学国家重点实验室,通航建筑物建设技术交通行业重点实验室,江苏 南京 210029;河海大学 水利水电学院,江苏 南京 210098,南京水利科学研究院,水文水资源与水利工程科学国家重点实验室,通航建筑物建设技术交通行业重点实验室,江苏 南京 210029
基金项目:国家重点研发计划(2016YFC0402001);中央级公益性科研院所专项资金(Y115009)
摘    要:旁海船闸输水阀门采用平板阀门形式,其工作水头达23.0 m,阀门顶初始淹没水深仅7.5 m,阀门水力学问题是该船闸水力设计较为关键的技术难题。通过物理模型试验研究,提出突扩廊道体型,优化阀门门体结构和门槽体型,探讨阀门段水力特性和空化特性。研究表明,在优化阀门门体结构和门槽形式的基础上,通过突扩廊道体型、门楣自然通气保护(必备措施)和跌坎强迫通气保护(储备措施)可有效解决该船闸平板阀门空化问题。

关 键 词:平板阀门;空蚀空化;阀门结构;物理模型

Hydraulic characteristics and cavitation defense technology on flat gate of Panghai ship lock
YAN Xiu-jun,HU Ya-an,WANG Jiao and LI Xue-yi. Hydraulic characteristics and cavitation defense technology on flat gate of Panghai ship lock[J]. Port & Waterway Engineering, 2016, 0(12): 31-35
Authors:YAN Xiu-jun  HU Ya-an  WANG Jiao  LI Xue-yi
Affiliation:Nanjing Hydraulic Research Institute,State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering,Key Laboratory of Navigation Structure Construction Technology,Ministry of Transport,PRC,Nanjing 210029,China,Nanjing Hydraulic Research Institute,State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering,Key Laboratory of Navigation Structure Construction Technology,Ministry of Transport,PRC,Nanjing 210029,China,Nanjing Hydraulic Research Institute,State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering,Key Laboratory of Navigation Structure Construction Technology,Ministry of Transport,PRC,Nanjing 210029,China;College of Conservancy and Hydropower Engineering,Hohai University,Nanjing 210098,China and Nanjing Hydraulic Research Institute,State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering,Key Laboratory of Navigation Structure Construction Technology,Ministry of Transport,PRC,Nanjing 210029,China
Abstract:The gate type of Panghai ship lock is flat,and the working head is 23.0 m.The initial submerged depth of gallery roof is only 7.5 m,and the hydraulic problem on the flat gate is the key technical problem in hydraulic design.Based on physical model researches,twe propose to expand the corridor,optimize the gate structure and corridor structure,and discuss the cavitation and hydraulic characteristics.Research shows that,cavitation problems could be solved on the basis of optimizing the gate structure and corridor structure,applying the techniques of extended corridor type,and take the necessary measure,natural aeration by lintel,and reserve measure,forced aeration by the drop floor.
Keywords:flat gate  cavitation  gate structure  physical model
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