水补给孔中的射流速度:大规模实验

IF 5.5 2区 工程技术 Q1 ENGINEERING, CIVIL
Niels Gjøl Jacobsen , Mazen Hoballah Jalloul , Mario Welzel , Alexander Schendel , Stefan Carstensen
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引用次数: 0

摘要

在GWK+设施中进行了大规模的实验活动,以描述单桩在规则和不规则海况下的补水过程(内部水位响应,射流速度及其无量纲响应幅度算子,RAOs)。实验尺度设为1:15,规则波周期T=[2,6] s,不规则峰波周期Tp∈[4.16,9.00]s。研究了RAOs的相关统计措施,并提出了规则波和不规则波的无因次预测公式。实验数据进一步验证了预测内部水位响应和射流速度的数值模型。将该数值模型应用于预测喷流单次出现次数随补水孔垂直高程的变化,认为该数值方法适用于海上单桩基础的设计。现场应用表明,在北海条件下,极端射流速度必须超过9- 10m /s。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Jet velocities in water replenishment holes: A large-scale experiment
A large-scale experimental campaign in the GWK+ facility was performed for the description of the water replenishment processes in monopiles (internal water level response, jet velocities, and their nondimensional response amplitude operators, RAOs) for both regular and irregular sea states. The experimental scale was set to 1:15 with regular wave periods T=[2,6] s and irregular peak wave periods of Tp[4.16,9.00] s. The relevant statistical measures for the RAOs were intestigated, and nondimensional prediction formulas were proposed for both regular and irregular waves. The experimental data was furthermore applied to validate a numerical model for prediction of the internal water level response and jet velocities. The numerical model was subsequently applied to predict the number of individual occurrences of jets as a function of the vertical elevation of the water replenishment hole, and the numerical approach was deemed applicable for design of offshore monopile foundations. Application to field-scale shows that extreme jet velocities in excess of 9-10 m/s must be expected under North Sea conditions.
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来源期刊
Ocean Engineering
Ocean Engineering 工程技术-工程:大洋
CiteScore
7.30
自引率
34.00%
发文量
2379
审稿时长
8.1 months
期刊介绍: Ocean Engineering provides a medium for the publication of original research and development work in the field of ocean engineering. Ocean Engineering seeks papers in the following topics.
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