代理模型在Ogee溢洪道结构随机分析中的应用

IF 3.4 Q1 ENGINEERING, MECHANICAL
Kaywan Othman Ahmed, Nazim Abdul Nariman, Rawand Sardar Abdulrahman
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引用次数: 0

摘要

本研究考察了在不同流量条件、闸门开启高度和溢洪道宽度下的Ogee溢洪道水力性能。使用flow - 3d进行数值模拟,结合(k-ε)湍流模型和大涡模拟(LES),并使用MATLAB代码和LP-TAU进行替代模型来预测流动行为。分析的重点是溢洪道沿线七个传感器位置的压力分布、水流速度和剪应力变化。结果表明,压力分布总体上随流量的增大而减小,随闸门开高和溢洪道宽度的增大而增大。闸门开启高度的降低降低了初始区域的压力,但增加了下游的压力。发现了两个负压区,一个在Ogee曲线处,另一个在下游斜坡段,突出了潜在的空化风险。与实验数据的比较证实了强相关性,在不同条件下特定传感器的差异较小。研究表明,数值模拟,特别是Flow-3D中的(k-ε)湍流模型,可以有效地评估可控oge型溢洪道的水力性能。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Application of Surrogate Modeling in Stochastic Analysis of an Ogee Spillway Structure

Application of Surrogate Modeling in Stochastic Analysis of an Ogee Spillway Structure

This study investigates the hydraulic performance of an Ogee spillway under varying flow rate conditions, gate opening heights, and spillway widths. Numerical simulations using Flow-3D, incorporating the (k-ε) turbulence model and Large Eddy Simulation (LES), were employed alongside surrogate models using MATLAB codes and LP-TAU to predict flow behavior. The analysis focused on pressure distribution, water velocity, and shear stress variations across seven sensor locations along the spillway. Results indicate that pressure distribution generally decreases with increasing flow rate but rises with greater gate opening height or spillway width. A reduction in gate opening height lowers the pressure in the initial region but increases it downstream. Two negative pressure zones were identified, one at the Ogee curve and another at the downstream sloping section, highlighting potential cavitation risks. Comparisons with experimental data confirmed a strong correlation, with minor discrepancies in specific sensors under varying conditions. The study demonstrates that numerical modeling, particularly using the (k-ε) turbulence model in Flow-3D, effectively assesses the hydraulic performance of controlled Ogee-type spillways.

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