摘要
淤地坝放水建筑物由取水建筑物、放水涵洞、出口消能段组成。取水建筑物采用卧管或竖井,并通过消力池(井)与之连接;放水涵洞位于坝下,一般与坝轴线基本垂直;出口消能段一般砌筑锥体或翼墙与明渠连接,当明渠为缓坡,出口流速较小时,通常采用防冲铺砌与沟床连接,当明渠为陡坡,出口流速较大时,采用消能设施。
Warping dam water drainage buildings consisted of water intake structure,drainage culverts,exporting energy dissipation segment.Water intake structure used a horizontal pipe or shaft,and connected it through the stilling basin(wells);drainage culverts located under the dam,generally perpendiculared to the basic dam axis;In export energy dissipation,General cone or masonry wing wall connected to the nullahs,when the open channelwas mild,export velocity was smaller(less than 6m/s),connected to the gully bed through downstream floor.When open channels was steep slope,export velocity is bigger,energy dissipation facilities were used,such as tenergy dissipation by hydraulic jump ortrajectory energy dissipation.
出处
《大众科技》
2012年第7期48-49,共2页
Popular Science & Technology
关键词
水利坝坡
放水建筑物
位置组成
Water conservancy dam slope
Drainage buildings
Pisition constitute