Hydraulic Response and Overtopping Performance of Single-Layer Double Cube Unit Armored Mound Breakwater

被引:4
作者
Safari, Iman [1 ]
Mouaze, Dominique [2 ]
Aliasgary, Soroush [3 ]
Carpentier, Guillaume [1 ]
Ropert, Francois [4 ]
机构
[1] Builders Ecole Ingenieurs, 1 Rue Pierre & Marie Curie, F-14610 Epron, France
[2] Normandie Univ, UNICAEN, UNIROUEN, CNRS,M2C, F-14000 Caen, France
[3] Univ Tehran, Coll Engn, Sch Civil Engn, 16th Azar St,Enghelab Sq, Tehran 1417466191, Iran
[4] Cerema Eau Mer Fleuves, F-60280 Margny Les Compiegne, France
关键词
armor unit; hydraulic stability; hydraulic performance; turbulence; roughness; marine structures; STABILITY;
D O I
10.3390/jmse11071382
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
A newly developed friction-interlocking armor unit called the 'Double cube' (DC) was designed to improve the performance of a concrete armor unit used in river/marine structures against currents/waves actions. The DC unit is an octagonal-shaped block made up of two parts: an upper cube set on a lower base that is either square or octagonal in shape. The innovative design aims to provide good performance in terms of stability, to allow for high tolerance placement with various contact points, and to allow for ease of placement. The DC's shape and placement enhance the unit's stability by bringing the center of gravity closer to the underlayer and by providing a large contact surface with the surrounding blocks that reduces the chance of extraction and limits movements (rocking, lifting) via the "keystone" effect. The characteristics of this new unit provide a relatively high hydraulic stability number for the armor layer (N-S = 2.9), a favorable hydraulic performance due to energy dissipation from turbulence and aeration, as well as a high roughness coefficient (& gamma;(f) & AP; 0.46), helping to reduce overtopping.
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页数:24
相关论文
共 55 条
[1]  
Aminti P, 1988, P 21 INT C COAST ENG, P770
[2]  
[Anonymous], 2018, MANUAL WAVE OVERTOPP, VSecond
[3]  
Bakker P., 2005, P 1 INT C COAST ZON
[4]  
Bakker P., 2003, P 1 COAST EST OFFSH
[5]  
Bhageloe G.S, 1998, THESIS DELFT U TECHN
[6]  
Bradbury A.P., 1988, SR146 HR WALL
[7]   Overtopping performance of different armour units for rubble mound breakwaters [J].
Bruce, T. ;
van der Meer, J. W. ;
Franco, L. ;
Pearson, J. M. .
COASTAL ENGINEERING, 2009, 56 (02) :166-179
[8]  
Bruce T., 2006, P 30 C COAST ENG SAN, VVolume 5, P4567
[9]  
Burcharth H.F., 1999, P 5 INT C COAST PORT
[10]  
CERC, 1984, SHORE PROTECTION MAN