Pachkamar水库岸边溢洪道湍流效应的模拟

Begimov Uktam Ibrogimovich, Khudaykulov Savet Ishankulovich, Usmonov Alisher Khabibulla Ugli
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引用次数: 1

摘要

考虑了结构控制紊流的数学模型。采用自由面法对岸边溢洪道进行了调查。给出了水流从几立方米/秒到几千立方米/秒,坡度从几度到45°以上,坡度和宽度恒定和可变,轴线为直轴和曲轴的斜滴结构中过渡段、弯道、斜斜转弯、散射弯道的计算。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Simulation Of The Turbulent Flow Effect On The Shore Spillways Of The Pachkamar Reservoirs
A mathematical model of structures controlling the turbulent flows is considered. The shore spillways are investigated by constructing a free surface. Calculations of transition sections, turns, ramps-turns, scattering ramps in inclined drop structures with water flow rate from several cubic meters per second to several thousand, with a gradient from several degrees to 45° or more, with a constant and variable gradient and width, with straight and curved axes are given.
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