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摘要:

陡坡弯道急流产生的折冲水流会对水利工程的安全运行产生严重后果,采用悬栅、悬板栅“消、导”结合较好地解决了陡坡弯道急流冲击波的控制问题.用多普勒激光测速系统对不同悬栅形式的附近流场进行了测试,分析了悬栅的消能效果.通过比较矩形栅条和工字钢栅条的优劣,得出了栅条在陡槽上的最小间距和水面高度.

Abstract:

Supercritical shock wave was obviously improved with the application of hanging-grid&deflector plate in the steep channel.In the paper,Doppler-laser velocimeter was employed to measure the velocity field around hanging-grid.These mea-sured results will provide reliable basis for the mechanism of hanging-grid dissipation and the practical application.Between rectangular grid and I-shaped grid are copareed,and some significative outcomes are attained.

参考文献

[1]李建中,宁利中.高速水力学[M].西安:西北工业大学出版社,1994.

[2]崇智.跌水与陡坡[M].北京:水利电力出版社,1988.

[3]邱秀云,侯杰,孙涛,等.一种消除陡坡弯道急流冲击波的新措施[J].水力发电,1998,(11),18-20.

[4]张建民,王玉蓉,杨永全.陡坡弯道水流悬栅(板)消能特性测试研究[J].水利水电技术,2002,(3).

基本信息:

中图分类号:TV135

引用信息:

[1]杨庆,戴光清,侯杰,王海云.悬栅水流流场测试及消能分析[J].水利水电技术,2004(04):92-95.

基金信息:

国家自然科学基金资助项目(50069001).

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