泄洪洞突擴突跌摻氣水流特性的數(shù)值模擬研究
[Abstract]:How to prevent cavitation damage of drainage structures is one of the key problems in the construction of high dams. Aeration corrosion reduction technology has been proved to be an economical and effective anti-air erosion and destruction technology by a large number of engineering practices. Under special hydraulic and boundary conditions, not only the bottom of the channel, but also the side wall will be destroyed by cavitation. However, so far, there is still a lack of systematic and effective research. In order to avoid cavitation erosion damage to the whole water passing section of the drainage structure, the aeration erosion reduction measures of side wall and bottom plate must be adopted. In this paper, the characteristics of aeration flow, aeration cavity, hydrodynamic pressure along the course of hydrodynamic pressure, the distribution and variation of aeration concentration of water flow are studied by means of three-dimensional turbulent numerical simulation. The effective protection length of aeration to reduce corrosion and so on. On the basis of summarizing the previous research results, the RNGk- 蔚 turbulence model of Eulerian method is used to simulate the hydraulic characteristics of side wall and bottom combined aeration to reduce corrosion, and the calculated results are compared with the experimental data. The influence factors of water flow state, side cavity and bottom cavity characteristics, pressure distribution of water flow impact zone, the distribution of aeration concentration and its attenuation law and effective aeration protection length are obtained. It provides a more reliable theoretical basis for the application of aeration erosion reduction facilities in high dam project.
【學(xué)位授予單位】:昆明理工大學(xué)
【學(xué)位級別】:碩士
【學(xué)位授予年份】:2014
【分類號】:TV135.2
【參考文獻】
相關(guān)期刊論文 前10條
1 劉 全,張曉軼,水鴻壽;數(shù)值模擬界面流方法進展[J];力學(xué)進展;2002年02期
2 蘭觀福;楊具瑞;田振華;羅晶;李立年;;突跌突擴摻氣坎水力特性的三維數(shù)值模擬[J];人民黃河;2011年07期
3 帥青紅,梁川,吳持恭,張筑風;臨界免蝕摻氣濃度(C_k)的計算公式[J];成都科技大學(xué)學(xué)報;1996年05期
4 楊永全,許唯臨;水墊塘淹沒射流的數(shù)值模擬[J];水動力學(xué)研究與進展(A輯);1991年04期
5 許聯(lián)鋒,李建中,陳剛;泄水建筑物體型優(yōu)選的數(shù)值模擬研究[J];水動力學(xué)研究與進展(A輯);2002年06期
6 沙海飛,吳時強;泄洪洞有壓段體型優(yōu)化的三維數(shù)值模擬[J];水動力學(xué)研究與進展(A輯);2004年S1期
7 李國棟,陳剛,李建中;明流泄洪洞流場數(shù)值模擬[J];水動力學(xué)研究與進展(A輯);1996年06期
8 丁道揚,,吳時強;龍?zhí)ь^式泄洪洞水流數(shù)學(xué)模型及其應(yīng)用[J];水利水運科學(xué)研究;1995年03期
9 周建平;楊澤艷;陳觀福;;我國高壩建設(shè)的現(xiàn)狀和面臨的挑戰(zhàn)[J];水利學(xué)報;2006年12期
10 倪浩清,沈永明,陳惠泉;深度平均的k-ε紊流全場模型及其驗證[J];水利學(xué)報;1994年11期
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