喀山古比雪夫水库桥梁支座上冰与河道过程的数值研究

Q4 Engineering

International Journal for Computational Civil and Structural Engineering Pub Date : 2023-06-27 DOI:10.22337/2587-9618-2023-19-2-81-94

Vitaly V. Belikov, N. Borisova, A. Glotko, D. Kozlov

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引用次数: 0

摘要

为了研究冰效应和底部变形对库比雪夫水电站库区桥梁支座的影响，并对库比雪夫水电站库区桥梁的总体侵蚀进行预测，采用1%和10%流量下的水动力数值模拟。计算使用STREAM 2D CUDA软件包中实现的二维浅水和沉积物输运方程。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

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NUMERICAL STUDY OF ICE AND CHANNEL PROCESSES ON THE BRIDGE SUPPORTS ACROSS THE KUIBYSHEV RESERVOIR (KAZAN)

Numerical hydrodynamic modeling of water movement at discharges of 1% and 10% supply is considered in order to study the effect of ice effects and bottom deformations on the bridge supports across the reservoir of the Kuibyshev hydroelectric complex, and to predict the general erosion of the channel. The calculations use two-dimensional shallow water and sediment transport equations implemented in the STREAM 2D CUDA software package.

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来源期刊

International Journal for Computational Civil and Structural Engineering Engineering-Building and Construction

CiteScore

0.80

自引率

0.00%

发文量

审稿时长

4 weeks