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评估老化溢洪道的空化损伤控制门的导航。

Evaluation navigation controlled gate of aging spillway on cavitation damage.

机构信息

Faculty of Water Resources Engineering, Thuyloi University, Ha Noi, Vietnam.

Hydraulic Construction Institute, Ha Noi, Vietnam.

出版信息

PLoS One. 2024 Oct 9;19(10):e0311247. doi: 10.1371/journal.pone.0311247. eCollection 2024.

Abstract

BACKGROUND

High-speed flow of clean water or water with sediment released from aging spillways may cause abrasion and cavitation on the concrete surface gradually. The occurrence of irregularities on the concrete surface can exacerbate the erosion problem. Which might jeopardize the safety of dams constantly, hence the rehabilitation efforts become urgent tasks in dam safety projects.

METHODS

This study employs a 3D Computational Fluid Dynamics (CFD) model to quantitatively analyze the cavitation risk on the aging concrete surface of the Chay 5 spillway in Ha Giang, Vietnam, under various operation scenarios. There are two standards used to measure cavitation: the cavitation index (σ) which indicates the danger due to the drop of pressure in rapid flow, and the new gasification index (β) which takes into consideration the formation and collapse of bubbles behind asperities.

RESULTS

Three extreme flood cases may not result in potential cavitation because both σ and β exceed critical thresholds. Regarding the six controlled gate scenarios with normal water level, the σ profiles are approximated 1,0 showing a low likelihood of cavitation damage while the β values are smaller than 0.8, indicating a considerable risk of cavitation. Besides, the opening height of 100 cm poses the greatest risk of creating severe cavitation erosion in the concave area and slope portion. The flip bucket experienced the most vulnerable cavitation when the opening height is 400 cm. In addition, an approach to spillway surface rehabilitation involving specialized mortars has been presented.

CONCLUSION

For aging conveyance structure, gasification index (β) takes into account irregularities surface, providing a more comprehensive assessment of the likelihood of cavitation damage than cavitation index (σ). After rehabilitation with anti-shrinkage high abrasion resistance mortar, the entire spillway surface is smooth. This allows for reducing the cavitation risk and improvement of life service thereof.

摘要

背景

从老化溢洪道中释放的高速清洁水流或带泥沙水流可能会逐渐对混凝土表面造成磨损和空蚀。混凝土表面的不平整会加剧侵蚀问题,这会不断危及大坝的安全,因此修复工作成为大坝安全项目中的紧迫任务。

方法

本研究采用三维计算流体动力学(CFD)模型,定量分析越南河江省茶 5 溢洪道老化混凝土表面在各种运行场景下的空蚀风险。有两个标准用于测量空蚀:空蚀指数(σ),表示快速流动中压力下降导致的危险;新气化指数(β),考虑了凸起后面气泡的形成和破裂。

结果

三种极端洪水情况可能不会导致潜在的空蚀,因为 σ 和 β 都超过了临界阈值。对于六个正常水位的控制门方案,σ 分布近似为 1.0,表明空蚀破坏的可能性较低,而 β 值小于 0.8,表明空蚀风险较大。此外,100cm 的开口高度在凹面和斜坡部分造成严重空蚀侵蚀的风险最大。当开口高度为 400cm 时,翻转斗经历了最脆弱的空蚀。此外,还提出了一种涉及特种砂浆的溢洪道表面修复方法。

结论

对于老化的输送结构,气化指数(β)考虑了表面不规则性,比空蚀指数(σ)更全面地评估了空蚀破坏的可能性。用抗收缩、高耐磨性砂浆修复后,整个溢洪道表面变得光滑,降低了空蚀风险,提高了其使用寿命。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/eb0f/11463738/a3400677927c/pone.0311247.g001.jpg

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