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Numerical Modeling Of The Formation And Transport Of Condensed Moisture In The Lower Pool Of A Hydroproject During The Operation Of Spring-board Spillways

机译:溢洪道下水道运行过程中水利枢纽池下游凝结水形成与运移的数值模拟

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摘要

A model of three-dimensional forced convection and transport of condensed moisture in the lower pools of hydroprojects is developed.rnThe existence of special spillway structures for passage of seasonal flood flows is probably one of the basic characteristic features of large-scale hydroprojects, which distinguish them from other industrial entities with operating conditions that are relatively uniform throughout the year. For a number of large-scale HPP, the pools, which are separated by a spillway dam with a height of the order of 100 m and more, are connected by surface spillways with specially designed lips/spring boards, which ensure rigorous splitting of the discharge flow; this is required to reduce scouring of the channel beyond the structure. Here, however, water dust (condensed moisture), which for unfavorable orography of the lower pool, will complicate both construction work, and also the operation of individual zones at the site of the powerhouse, forms, as a rule, in the fall-out region of the spillway jets.
机译:建立了水力发电项目下部水池中三维凝结水的三维强迫对流和运移模型。季节性洪水流量通过的特殊溢洪道结构的存在可能是大型水力发电项目的基本特征之一。它们来自其他工业实体,其全年的经营状况相对统一。对于许多大型HPP,由溢洪坝分隔的水池,溢洪坝的高度为100 m或更高,并通过表面溢洪道与专门设计的唇板/弹簧板连接起来,以确保将水池严格分开。排放流量这是必需的,以减少通道在结构之外的冲刷。但是,这里的水粉尘(凝结的湿气)会降低下部水池的地形,通常会使建筑工作以及发电厂现场各个区域的操作复杂化,通常是在秋天。在溢洪道喷口区域之外。

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