带退浪墙的垂直防波堤水力性能物理模型研究

IF 4.2 2区 工程技术 Q1 ENGINEERING, CIVIL
Alessandro Romano , Matteo Centorami , Claudia Cecioni , Giorgio Bellotti
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引用次数: 0

摘要

本文介绍了对带退浪墙的复合垂直防波堤水力性能的二维物理模型研究。该研究是同一作者之前实验研究的扩展:通过探索和改变结构的各种波浪和几何参数,进行了大量的实验(约 2000 次),以研究它们的影响和重要性。为了能够进行如此大量的试验,使用了一个小规模的波浪水槽,并再现了规则的波浪条件。从波浪诱导力、反射系数和波浪倾覆排水量等方面研究了波浪墙退缩的影响,并比较了在相同波浪条件下退缩墙结构与冲刷墙结构的水力性能。通过大量的实验,对当前的复杂现象进行了详细描述,提供了统计指标,可作为此类结构初步设计的指导方针,并对相关的不确定因素进行了量化。分析证实并扩展了之前的研究结果,表明平均而言,带有退缩冠墙的结构的水力性能与冲洗墙结构的水力性能差别很大。具体地说:(I) 由于出现了冲击荷载,作用在波浪壁上的力增加了 1.5 倍;(II) 作用在沉箱主干上的力减少了 0.91 倍;(III) 总体力可以减少,最小减少系数为 0.87,但也有一些危险的例外情况,即承受的荷载等于或大于标准冲水墙配置时的荷载;(IV) 反射系数降低系数最高可达 0.83;(V) 波浪倾覆排水量增加,最高可达冲水墙的 2.55 倍。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A physical model study on the hydraulic performances of vertical breakwaters with retreated wave walls

This paper describes a 2D physical model study on the hydraulic performances of composite vertical breakwaters with retreated wave walls. The research is an expansion of a previous experimental study by the same Authors: a very large number of experiments, in the order of 2,000, have been carried out by exploring and varying a wide range of wave and geometrical parameters of the structure, to investigate their effect and importance. In order to make feasible the execution of this large number of tests, a small-scale wave flume was used and regular wave conditions were reproduced. The influence of the wave wall retreat has been investigated in terms of wave-induced forces, reflection coefficients and wave overtopping discharges, comparing the hydraulic performances of structures with retreated walls with those of a flushed wall configuration under the same wave conditions. The large number of experiments allowed to formulate a detailed description of the complex phenomena at hand, providing statistical indicators that can be used as guidelines for preliminary design purposes of such structures, quantifying the relevant sources of uncertainty. The analysis confirmed and extended the previous findings and indicates that, on average, the hydraulic performances of structures with retreated crown wall vary significantly from those of flushed wall configurations. Specifically: (I) the forces acting on the wave wall increase of a factor up to 1.5, due to the occurrence of impulsive loads; (II) the forces acting on the caisson trunk decrease of a factor up to 0.91; (III) the global forces can decrease reaching a minimum reduction factor of 0.87, although some dangerous exceptions, in which equal or larger loads, than those occurring for standard flushed wall configuration, have been registered; (IV) the reflection coefficients decrease of a factor up to 0.83; (V) the wave overtopping discharges increase up to 2.55 times those with flushed walls.

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来源期刊
Coastal Engineering
Coastal Engineering 工程技术-工程:大洋
CiteScore
9.20
自引率
13.60%
发文量
0
审稿时长
3.5 months
期刊介绍: Coastal Engineering is an international medium for coastal engineers and scientists. Combining practical applications with modern technological and scientific approaches, such as mathematical and numerical modelling, laboratory and field observations and experiments, it publishes fundamental studies as well as case studies on the following aspects of coastal, harbour and offshore engineering: waves, currents and sediment transport; coastal, estuarine and offshore morphology; technical and functional design of coastal and harbour structures; morphological and environmental impact of coastal, harbour and offshore structures.
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