PDF(7370 KB)
PDF(7370 KB)
PDF(7370 KB)
两河口深孔泄洪洞掺气水流水力特性试验研究
Experimental Study on Hydraulic Characteristics of the Aerated Flow over Spillway in Lianghekou Hydropower Station
基于两河口泄洪洞进行机理试验,研究了在不同过流条件下3种掺气坎的水流流态、动水压强、通气空腔、风速及水体掺气浓度的变化规律,分析了现有空腔长度、气水比及含水比计算公式对本工程试验的适用性,为后续工程开展及本领域研究提供基础。研究结果表明:泄洪流量越大,水流掺气现象越明显,时均压强与脉动压强均方根峰值越大,气水比、空腔负压、空腔长度等水力参数越大。在相同流量下,掺气浓度沿程逐渐增大,且垂向掺气浓度分布依次出现“C”形、“S”形及“一”字分布规律;在同断面不同流量下,掺气浓度随着流量的增大而增大,且垂向掺气浓度分布依次出现“一”字、“S”形及“C”形分布规律。通过对现有计算公式的分析和探讨,认为时启燧空腔长度计算公式、陈肇和气水比计算公式及Hall含水比计算公式对本工程适用性最好。
Based on the mechanism experiments conducted for the spillway of the Lianghekou hydropower station, this study investigates the variation tendencies of the flow regime, dynamic pressure, air vent cavities, wind speed, and aeration concentration under three types of aeration thresholds. The applicability of formulas for calculating cavity length, gas-water ratio, and water content ratio to the studied project are analyzed, and the derived conclusions could be employed for further investigation on Lianghekou hydropower station and other similar hydraulic projects. Research findings indicate that aeration in the water flow becomes more pronounced with the increasing of spillway discharge, and several hydraulic indicators increase simultaneously, including the root mean square of time-averaged pressure and fluctuating pressure, aeration rate, cavity negative pressure, and cavity length. At a given discharge, the air concentration increases along the spillway, and the vertical distribution of aeration concentration displays successively C-shaped, S-shaped, and I-shaped patterns. According to the research findings, we recommend that Shi Qisui’s formula for cavity length, Chen Zhaohe’s formula for gas-water ratio, and Hall’s formula for water content ratio are most suitable for the estimations of the present study.
深孔泄洪洞 / 空腔长度 / 含水比 / 掺气浓度 / 气水比
deep hole spillway tunnel / cavity length / water content ratio / aeration concentration / gas-water ratio
| [1] |
贾金生. 中国大坝建设60年[M]. 北京: 中国水利水电出版社, 2013.
(
|
| [2] |
|
| [3] |
何志亚, 冷月华, 向鹏鹏, 等. 俄垤水库扩建工程溢洪道消能减蚀模型试验研究[J]. 水电与新能源, 2021, 35(12): 64-68.
(
|
| [4] |
孟凡理. 猴子岩水电站深孔泄洪洞掺气减蚀设施研究[J]. 水电站设计, 2018, 34(1): 73-75.
(
|
| [5] |
夏鹏飞, 刘文, 刘孝轩, 等. 缓底坡、低Fr明渠掺气设施水力特性试验[J]. 人民黄河, 2019, 41(11): 102-105.
(
|
| [6] |
史蝶, 李国栋, 贺翠玲, 等. 某溢洪道掺气方案优化研究[J]. 人民珠江, 2021, 42(6): 99-106.
(
|
| [7] |
梁尚英. 泄洪洞掺气减蚀探讨[J]. 水利规划与设计, 2017(4):51-54.
(
|
| [8] |
徐建荣, 彭育, 薛阳, 等. 白鹤滩水电站泄洪洞水力特性研究[J]. 中国水利, 2019(18):110-112.
(
|
| [9] |
王川, 马旭东, 潘露. 双江口溢洪道和放空洞掺气设施布设的水工模型试验研究[J]. 水电能源科学, 2022, 40(8): 136-138, 207.
(
|
| [10] |
文林森, 黄国兵, 王才欢, 等. 水流掺气设施布置型式的研究总结与展望[J]. raybet体育在线
院报, 2017, 34(4): 52-55, 60.
泄水建筑物在高速水流的作用下常发生空蚀破坏,通常工程中采用掺气减蚀措施来达到对水工建筑物保护的目的。为了总结不同的水流掺气布置型式在高水头大流量的泄流建筑物中的可利用性和重要性,以及各自的主要特点及优缺点,综述了不同型式的掺气措施的结构、原理和工程应用;并对在不同的水力条件下掺气设施布置型式的优化选择及掺气设施布置型式的相关研究进行了总结与展望。
(
Cavitation damage often occurs in outlet structure under the action of high-velocity flow. Measures of aeration and cavitation mitigation are often taken in engineering to protect hydraulic structures. The availability and importance of different layout types of water flow aerators in outlet structures with high water head and large discharge were summarized. Their characteristics, advantages and disadvantages, the structure, principle and engineering application of aeration measures in different layout types were reviewed. And the optimal selection of layout types of aerators under different hydraulic conditions was also summarized.
|
| [11] |
黄建波, 李士豪, 倪汉根. 掺气对空泡溃灭压力的影响[J]. 水利学报, 1985, 16(4): 10-17.
(
|
| [12] |
冯永祥. 二滩水电站泄洪洞侧墙掺气减蚀研究[D]. 天津: 天津大学, 2008.
(
|
| [13] |
潘水波, 邵媖媖, 时启燧, 等. 通气挑坎射流的挟气能力[J]. 水利学报, 1980, 11(5):13-22.
(
|
| [14] |
时启燧, 潘水波, 邵媖媖, 等. 通气减蚀挑坎水力学问题的试验研究[J]. 水利学报, 1983, 14(3): 1-13.
(
|
| [15] |
徐一民, 王韦, 许唯临, 等. 掺气坎(槽)射流空腔长度的计算[J]. 水利水电技术, 2004, 35(10):7-9.
(
|
| [16] |
罗铭, 杨永森. 掺气减蚀设施水力计算的改进[J]. 水利学报, 1998, 29(9): 29-32.
(
|
| [17] |
苗宝广. 掺气减蚀设施水力特性研究[D]. 成都: 四川大学, 2005.
(
|
| [18] |
|
| [19] |
陈肇和, 黄文杰, 叶寿忠. 泄洪管道需气量原型规律的研究[J]. 水利水运科学研究, 1986(1): 1-18.
(
|
| [20] |
王俊勇. 明渠高速水流掺气水深计算公式的比较[J]. 水利学报, 1981, 12(5):48-52.
(
|
| [21] |
中国科学院水工研究室. 高速水流论文译丛[M]. 北京: 科学出版社, 1958: 1-38.
(Hydraulic Research Office, Chinese Academy of Sciences. Translation of High-speed Flow Papers[M]. Beijing: Science Press, 1958: 1-38.) (in Chinese)
|
| [22] |
柴恭纯. 深孔闸后矩形槽非均匀流掺气水面线的计算法[J]. 水利学报, 1966(2): 65-68.
(
|
| [23] |
徐立洲. 锦屏一级水电站泄洪洞掺气特性研究[D]. 天津: 天津大学, 2016.
(
|
/
| 〈 |
|
〉 |