黑河水库岸边溢洪洞水力设计若干问题的试验研究  

Experimental Study on Some Problems About Hydraulic Design of Shore Spillway in Heihe Reservoir

作　　者：花立峰[1] 朱玉英[1] 卢军[1] 

机构地区：[1]西北农林科技大学水建学院,陕西杨凌712100

出　　处：《水利与建筑工程学报》2005年第2期29-33,共5页Journal of Water Resources and Architectural Engineering

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。<Abstrcat> 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.

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 

分 类 号：TV651[水利工程—水利水电工程]