航道整治建筑物薄壁大圆筒结构水槽试验研究
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Flume experiments on large thin-wall cylindrical structure used for channel regulation
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    摘要:

    基于薄壁大圆筒结构在国内外沿海港口码头和防波堤工程中研究及应用现状,设计一种薄壁大圆筒结构坝。采用水槽试验的技术手段,研究大水深、大流速情况下坝体稳定性和抗倾临界条件,得到无充填、充填天然沙及带基座的充填薄壁大圆筒结构在水深34 m条件下抗倾流速分别为2.90、3.18及4.95 ms,认为其能满足不同河流的航道整治建筑物稳定要求,可作为丁坝、顺坝、导流坝及潜坝等多种结构形式在内河航道整治工程中推广运用。

    Abstract:

    Based on the current state of research and application of the large thin-wall cylindrical structures used in coastal harbors and seawalls both at home and abroad,we design a new type of thin-wall cylindrical structure for the channel regulation.Flume experiments are conducted for its stability without overturning.Results show that under the most unfavorable working condition with 34 m water depth,anti-overturning velocities in unfilled,sand-filled and sand-filled with seating cases are 2.90 ms,3.18 ms and 4.95 ms respectively,which can keep different regulation structures stable.The application of this new type of large cylindrical structure in channel regulation buildings,such as spur dike,training dike and submerged dike,will be promising.

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吴永新,范红霞,朱立俊,等.航道整治建筑物薄壁大圆筒结构水槽试验研究[J].水运工程,2017(7):129-135.

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  • 在线发布日期: 2017-07-17
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