YLH拦河引水枢纽消能防冲的设计与研究  

The Design and Research on Flood-releasing Energy Dissipation and Anti-scour of YLH Water Control and Diversion System Project

作　　者：蒋兵[1] 周慧[1] 

机构地区：[1]新疆水利水电勘测设计研究院,乌鲁木齐830000

出　　处：《南水北调与水利科技》2009年第A02期13-15,共3页South-to-North Water Transfers and Water Science & Technology

摘　　要：通过对YLH拦河引水枢纽的工程地质、水文、泥沙等气象条件的综合分析，结合YLH拦河引水枢纽的自身特点及功能，提出消力池消能、短护坦消能、裙板消能三种消能方式。经过对三种消能方式的设计、水力学模型实验及工程实例的综合分析比较，最终选择消力池消能方案作为YLH拦河引水枢纽的最佳消能方案。The analysis of YLH hurdle river hinge＇s engineering geologic, hydrology and bed load, take into account YLH hurdle river hinge＇s engineering＇s characteristic and function, put forward three ways of energy dissipation through power pool, energy dissipation through short apron and energy dissipation through skirt ring. Compare with energy dissipation design and water conservancy model, last choose energy dissipation through power pool as YLH hurdle river hinge＇s engineering＇s prime energy dissipation way.

关 键 词：拦河引水枢纽 消能防冲 消力池消能 短护坦消能 裙板消能 

分 类 号：TV131.61[水利工程—水力学及河流动力学]