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三峡大坝泄洪建筑物水力学监测
引用本文:於三大,邓浩. 三峡大坝泄洪建筑物水力学监测[J]. 大坝与安全, 2004, 0(4): 40-43
作者姓名:於三大  邓浩
作者单位:中国长江三峡工程开发总公司,湖北,宜昌,443133;中国长江三峡工程开发总公司,湖北,宜昌,443133
摘    要:本文主要介绍了三峡大坝泄洪建筑物在135m库水位时水力学观测成果.监测成果的完整性和系统性较好,为工程的验收、制定枢纽运行管理规程提供了科学依据。同时,对今后国内外高水头水利工程的设计和运行具有十分重要的参考价值。

关 键 词:三峡工程  大坝  水力学  空化  脉动压力  时均压力  掺气  通气管风速
文章编号:1671-1092(2004)04-0040-04
修稿时间:2004-04-02

Hydraulic monitoring on the flood sluicing buildings in TGP
by YU San-da and DENG Hao// China Three Gorges Project Corporation. Hydraulic monitoring on the flood sluicing buildings in TGP[J]. Large Dam & Safety, 2004, 0(4): 40-43
Authors:by YU San-da and DENG Hao// China Three Gorges Project Corporation
Affiliation:by YU San-da and DENG Hao// China Three Gorges Project Corporation
Abstract:This paper introduces some findings in the hydraulic monitoring of the flood sluicing buildings in the TGP when the water level is 135 m high.The monitoring result is integrated and systemic,it can be depended on check the project and established the operation regulations, as a reference, it is valuable in hydraulic projects design and operation under high water head.
Keywords:TGP   dam   hydraulic   cavitation   fluctuating pressure   time averaged pressure   aeration   wind velocity in vent  
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