高水头放空洞泄洪消能试验研究与运用  

Research and Utilization on Flood Discharging and Energy Dissipating for Emptying Tunnel with High Head

作　　者：王才欢[1] 侯冬梅[1] 向光红 

机构地区：[1]长江科学院水力学研究所,武汉430010 [2]长江勘测规划设计研究院枢纽处,武汉430010

出　　处：《长江科学院院报》2010年第4期36-39,43,共5页Journal of Changjiang River Scientific Research Institute

摘　　要：水布垭枢纽放空洞主要承担水布垭工程施工期后期导流及完建后大坝检修时放空水库的任务。它具有水头高、水位变幅大、流速大、运行时间长等特点,经过1∶58水工整体模型多种方案的比较研究,首次提出了一种新型的双曲双槽差动鼻坎消能工形式;经过2007年超高水位、长时间的泄洪运行检验,该消能工成功地解决了放空洞高水头、大变幅、大夹角、窄河谷且地质条件较差的消能防冲难题;同时,该型鼻坎消能工无任何蚀损。The emptying tunnel of the Shuibuya Project will be used for both the diversion dunng the late construction and the emptying of the reservoir for maintenance after completion of the dam. It possesses the characters of high head, large variation range of water level , high velocity and long operation time. Through comparative researches of many plans in a scale l ： 58 hydraulic model, a new energy dissipator, i.e. hyperbolic differential dentated bucket lip was proposed for the first time, and the scheme successfully has solved the difficult problems about flood discharging and energy dissipating in the emptying tunnel under the conditions of high head, large variation in water level, big spreading angle, narrow valley and poor rock properties; at the same time, this energy dissipator has no any cavitation erosion phenomenon so far.

关 键 词：放空洞 泄洪消能 鼻坎消能工 时均压力 空化空蚀 水流掺气 模型试验 

分 类 号：TV135.2[水利工程—水力学及河流动力学]