黄伦超,刘晓平,周美林,蒋昌波. 分汊河段低水头枢纽两汊泄流宽度对泄洪能力的影响[J]. 水利水运工程学报, 2005, (1): 34-37.
引用本文: 黄伦超,刘晓平,周美林,蒋昌波. 分汊河段低水头枢纽两汊泄流宽度对泄洪能力的影响[J]. 水利水运工程学报, 2005, (1): 34-37.
shu
HUANG Lun-chao,LIU Xiao-ping,ZHOU Mei-lin,JIANG Chang-bo. Influence of discharge width ratio of two branches of a low water head project at branching channel on flood discharge capacity[J]. Hydro-Science and Engineering, 2005, (1): 34-37.
Citation: HUANG Lun-chao,LIU Xiao-ping,ZHOU Mei-lin,JIANG Chang-bo. Influence of discharge width ratio of two branches of a low water head project at branching channel on flood discharge capacity[J]. Hydro-Science and Engineering, 2005, (1): 34-37.
shu

分汊河段低水头枢纽两汊泄流宽度对泄洪能力的影响

Influence of discharge width ratio of two branches of a low water head project at branching channel on flood discharge capacity

    摘要
  • 摘要: 位于分汉河段的低水头枢纽，其泄洪能力不仅与枢纽的总泄流宽度有关，而且与两汉泄流宽度之比有关．通过分析，当两汉泄流宽度之比与汊道两汉阻力比相协调时，枢纽河段的阻力最小，其泄洪能力达最大，且枢纽建成后对枢纽河段的影响也较小．

     

    • HTML全文
    • 参考文献(0)
    • 相关文章
    • 施引文献
  • 资源附件(0)

/

返回文章
返回