首页> 外文会议>International conference on hydropower;HP'96 >An optimised new version of wave breaking scheme on the water intake structure of seaside power plant
【24h】

An optimised new version of wave breaking scheme on the water intake structure of seaside power plant

机译:海边电厂取水口结构的优化换波方案

获取原文
获取外文期刊封面目录资料

摘要

From the experimental researches described above, it may draw conclusions as follows:1. For the wave-breeaking works against surging waves in shallow sea-water area in front of the water intake of a seaside power plant, it is recommended to lay a group of pipe lines at the bottom of water intake head as water-passing route.2. The influence of water depth infront of water intake is greater than that of bottom roughness on wave-breaking efficiency.3. To decrease the horizontal area of head pond may also affect the water surface steadiness.
机译:从上述实验研究中,可以得出如下结论: 1.对于在海滨电厂取水口前的浅海水区进行的浪涌防波堤工程,建议在取水头的底部铺设一组管线,以作为通水通道路线。 2.进水口的水深比底部粗糙度对破波效率的影响要大。 3.减少头池的水平面积也可能影响水面的稳定性。

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