• 主题
高级搜索  >
历史搜索 清空历史
首页> 外文会议>Consumer Electronics, Communications and Networks (CECNet), 2012 2nd International Conference on >Hydraulic model experimental research of JUBA Hydropower Station
【24h】

Hydraulic model experimental research of JUBA Hydropower Station

机译：JUBA水电站水力模型试验研究

获取原文
获取原文并翻译 | 示例
页面导航
  • 摘要
  • 著录项
  • 相似文献
  • 相关主题

摘要

The research of Metamorphosis hydraulic model experiment which is designed on the base of gravity similarity and turbulent resistance similarity into JUBA Hydropower Station shows the structure layout and design size of JUBA Hydropower Station are reasonable and overflow capacity of sluice can meet the requirements. The sediment control effects of the upstream sand barrier under different flow actions are obvious, through the river dredging regulation can increase 0.21m waterhead of the station, the flow pattern of station at upstream and downstream is not good; through model experimental research propose decreasing the bottom elevation of the power station tailrace channel can increase the waterhead, shunt wall is set between the power station and the sluice at upstream, increase the length and height of the shunt wall at downstream to improve the flow pattern at the upstream and downstream of the hydropower station.
机译：在重力相似性和湍流阻力相似性的基础上，对JUBA水电站进行了变质水力模型试验研究，结果表明，JUBA水电站的结构布局和设计尺寸合理，水闸的溢流能力可以满足要求。上游防沙层在不同水流作用下的防沙效果明显，通过河道疏regulation调节，可增加站台水位0.21m，站台上下游水流状况不佳。通过模型实验研究提出，降低电站尾水通道的底部高度可以增加水头，在电站与上游水闸之间设置分流墙，在下游增加分流墙的长度和高度，以改善流态在水电站的上游和下游。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱：kefu@zhangqiaokeyan.com

京公网安备：11010802029741号 ICP备案号：京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有

  • 客服微信

  • 服务号