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黑河水库岸边溢洪洞水力设计若干问题的试验研究
引用本文:花立峰,朱玉英,卢军. 黑河水库岸边溢洪洞水力设计若干问题的试验研究[J]. 水利与建筑工程学报, 2005, 3(2): 29-33
作者姓名:花立峰  朱玉英  卢军
作者单位:西北农林科技大学,水建学院,陕西,杨凌,712100;西北农林科技大学,水建学院,陕西,杨凌,712100;西北农林科技大学,水建学院,陕西,杨凌,712100
摘    要:黑河水利枢纽的拦河大坝为粘土心墙砂砾石坝,坝高130m。溢洪洞位于枢纽右岸坝体端部,属典型的河岸式溢洪洞,其进口引渠段和洞身陡坡收缩段、出口消能工的水力设计具有一定的代表性,可供类似工程借鉴。

关 键 词:黑河水利枢纽  河岸式溢洪洞  导流墙  水力设计  试验研究
文章编号:1672-1144(2005)02-0029-05
修稿时间:2005-03-27

Experimental Study on Some Problems About Hydraulic Design of Shore Spillway in Heihe Reservoir
HUA Li-feng,ZHU Yu-Ying,LU Jun. Experimental Study on Some Problems About Hydraulic Design of Shore Spillway in Heihe Reservoir[J]. Journal of Water Resources Architectural Engineering, 2005, 3(2): 29-33
Authors:HUA Li-feng  ZHU Yu-Ying  LU Jun
Abstract:The river retaining dam in Heihe Hydro Project, being 130 m in height, is a sandy gravel dam with the clay core wall. The spillway, being situated in the end of the dam body in right shore, is a typical chute spillway. The hydraulic design of its intake approach channel reach, steep contracting reach and outlet energy dissipater has a certain typicality and can provide experiences for the same type of the project.
Keywords:Heihe Hydro Project  chute spillway  guide wall  hydraulic design  experimental study
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