小宽高比方形沉箱下沉过程中水流作用的试验研究

IF 1.7 3区 工程技术 Q3 ENGINEERING, CIVIL Journal of Hydraulic Research Pub Date : 2022-11-02 DOI:10.1080/00221686.2022.2106588
Hanbin Yang, S. Hou, Wanli Yang, Sijing Li, Hailin Hou, Qiao Li
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引用次数: 1

摘要

考虑自由面、自由端和底边界联合作用的方形沉箱绕流问题的研究是有限的。本文通过试验研究了考虑自由面、自由端和底边界联合作用的方形沉箱模型的电流特性。结果表明:阻力系数和横向力均方根系数随展弦比(AR)的增大而增大,在自由端消失的瞬间显著增大;底部边界减小了阻力系数和垂直力的均方根系数。阻力系数随入射角()减小,随入射角()增大。沉箱在沉沉过程中,由于浅水效应,在接近河床(海底)时产生的横倾和深蹲现象,在实践中应特别注意。
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Experimental investigation of current forces on a square caisson with small aspect ratios during the sinking process
ABSTRACT The study of flow around a square caisson considering the combined effects of free surface, free end and bottom boundary is limited. Experiments were performed in this study to investigate the characteristics of current forces on a square caisson model considering the combined effects of free surface, free end and bottom boundary. Results show that the drag coefficient and the root mean square coefficient of transverse force generally increase with aspect ratio (AR), and significantly increase at the instant when the free end disappears. The bottom boundary decreases the values of root mean square coefficients of drag force and vertical force. The drag coefficient decreases with incident angle ( ) when , but increases with when . The trim and squat phenomenon caused by shallow water effect when the caisson is nearly touching the riverbed (seabed) during the sinking process should receive extra attention in practice.
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来源期刊
Journal of Hydraulic Research
Journal of Hydraulic Research 工程技术-工程:土木
CiteScore
4.90
自引率
4.30%
发文量
55
审稿时长
6.6 months
期刊介绍: The Journal of Hydraulic Research (JHR) is the flagship journal of the International Association for Hydro-Environment Engineering and Research (IAHR). It publishes research papers in theoretical, experimental and computational hydraulics and fluid mechanics, particularly relating to rivers, lakes, estuaries, coasts, constructed waterways, and some internal flows such as pipe flows. To reflect current tendencies in water research, outcomes of interdisciplinary hydro-environment studies with a strong fluid mechanical component are especially invited. Although the preference is given to the fundamental issues, the papers focusing on important unconventional or emerging applications of broad interest are also welcome.
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