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摘要:
This study evaluated the effects of increased reservoir conservation level by 40 ft (12.2 m), on spillway velocities;it’s discharging capacity and associated cavitation risk. The study optimized the aerators size and shape to avoid cavitations. The mathematical model was used to estimate the flow velocities and cavitation risk, when scale model study assessed the spillway discharging capacity and optimized the performance of the aerators for modified conditions. The mathematical model simulations showed increased flow velocities and damage index for modified conditions. The damage potential was 2 - 3 times higher with modifications and falls within the major to catastrophic region. The scale model study showed that discharging capacity of the spillway can effectively be restricted to original design by raising spillway crest by 5.0 ft (1.52 m). The scale model study also showed that the two aerators near sluice and at the chute with an air duct pipe of 3.0 ft diameter can improve the free surface flow profile reducing the risks of cavitation. Simulations for several configurations demonstrated clearer affect of aerators ramps on flow trajectory and gate opening. It also depicted that the height of the ramp of sluice aerator has a positive effect on the flow performance to about 7.5 inches (19 cm), when further increase in the ramp height reduced the flow performance.
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篇名 Modeling the Mangla Dam Spillway for Cavitation and Aerators Optimization
来源期刊 水资源与保护(英文) 学科 医学
关键词 SPILLWAY Model Studies DISCHARGING Capacity CAVITATION RISK Aerators OPTIMIZATION
年,卷(期) 2012,(12) 所属期刊栏目
研究方向 页码范围 1051-1060
页数 10页 分类号 R73
字数 语种
DOI
五维指标
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研究主题发展历程
节点文献
SPILLWAY
Model
Studies
DISCHARGING
Capacity
CAVITATION
RISK
Aerators
OPTIMIZATION
研究起点
研究来源
研究分支
研究去脉
引文网络交叉学科
相关学者/机构
期刊影响力
水资源与保护(英文)
月刊
1945-3094
武汉市江夏区汤逊湖北路38号光谷总部空间
出版文献量(篇)
1200
总下载数(次)
0
总被引数(次)
0
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