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穿河输流管道自埋特性试验研究

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针对穿河输流管道易受水流冲刷破坏,导致输运介质泄露的问题,通过试验研究穿河输流管道自埋特性,观测了管道自埋过程和地形剖面特征,分析了管道自埋程度的影响因素.结果表明,在一定水力条件下,当穿河管道具有一定的初始嵌入度时,管道底部河床泥沙不会冲穿,管道反被泥沙掩埋,具有明显的自埋特性,穿河输流管道前后掩埋斜坡坡度均趋于稳定值;管后相对掩埋距离L/D 随弗劳德数Fr 增大而增大,随初始嵌入度e/D 增大而减小.
Experimental Study on Self-burial Characteristics of Transversal Pipeline
Aiming at the problem of broken pipelines that are prone to water flow erosion,leading to leakage of trans-portation media,experiments were conducted to study the self-burial characteristics of transversal pipeline,and the process of pipeline self-burial and the characteristics of topographic profile were observed.And then the factors influen-cing the degree of pipeline self-burial was analyzed.The results indicate that under certain hydraulic conditions,when the transversal pipeline has a certain initial embedment degree,the sediment at the bottom of the pipeline will not be washed through,and the pipeline will be buried by sediment instead,with obvious self-burial characteristics.The slope of the buried slope before and after the transversal pipeline tends to stabilize.The relative burial distance behind pipeline L/D increases with increase of Froude number Fr and decreases with the initial embedding degree e/D.

transversal pipelineself-burial characteristicsunidirectional flowexperimental studyrelative burial distance behind pipeline

李新、杨校礼、吴嘉轩、邓西平、吴龙华、易晨立

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河海大学水利水电学院, 江苏 南京 210098

中国电建集团中南勘测设计研究院有限公司, 湖南 长沙 410014

穿河输流管道 自埋特性 单向来流 试验研究 管后相对掩埋距离

国家自然科学基金项目江苏省水利科技项目

523790612021020

2024

水电能源科学
中国水力发电工程学会 华中科技大学 武汉国测三联水电设备有限公司

水电能源科学

CSTPCD北大核心
影响因子:0.525
ISSN:1000-7709
年,卷(期):2024.42(2)
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