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Citation:
 Majed O. Alsaydalani,Mohammed A. N. Saif,Medhat M. Helal.Hydrodynamic Characteristics of Three Rows of Vertical Slotted Wall Breakwaters[J].Journal of Marine Science and Application,2017,(3):261-275.[doi:10.1007/s11804-017-1427-5]
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Title:
Hydrodynamic Characteristics of Three Rows of Vertical Slotted Wall Breakwaters
Author(s):
Majed O. Alsaydalani1 Mohammed A. N. Saif1 Medhat M. Helal2
Affilations:
Author(s):
Majed O. Alsaydalani1 Mohammed A. N. Saif1 Medhat M. Helal2
1. Civil Engineering Department, Umm Al-Qura University, Makkah 21955, Saudi Arabia;
2. Department of Engineering Mathematics and Physics, Zagazig University, Zagazig 44511, Egypt
Keywords:
slotted breakwatersmathematical modelstransmission coefficientreflection coefficientenergy-loss coefficientwave runupwave force
分类号:
-
DOI:
10.1007/s11804-017-1427-5
Abstract:
In this study, we examine the hydrodynamic characteristics of three rows of vertical slotted wall breakwaters in which the front and middle walls are permeable and partially immersed in a water channel of constant depth, whereas the third wall is impermeable. The wave-structure interaction and flow behavior of this type of breakwater arrangement are complicated and must be analyzed before breakwaters can be appropriately designed. To study the hydrodynamic breakwater performance, we developed a mathematical model based on the eigenfunction expansion method and a least squares technique for predicting wave interaction with three rows of vertical slotted wall breakwaters. We theoretically examined the wave transmission, reflection, energy loss, wave runup, and wave force under normal regular waves. Comparisons with experimental measurements show that the mathematical model results adequately reproduce most of the important features. The results of this investigation provide a better understanding of the hydrodynamic performance of triple-row vertical slotted wall breakwaters.

References:

Ahmed HG, Schlenkhoff A, 2014. Numerical investigation of wave interaction with double vertical slotted walls. International Journal of Environmental, Ecological, Geological and Mining Engineering, 8(8), 536-543.
Ahmed HG, Schlenkhoff A, Oertel M, 2011. Stokes second-order wave interaction with vertical slotted wall breakwater, Coastal Structures, Proceedings of the 6th International Conference, Yokohama, Japan, 691-703.
DOI: 10.1142/9789814412216_0060
Brossard J, Jarno-Druaux A, Marin F, Tabet-Aoul EH, 2003. Fixed absorbing semi-immersed breakwater. Coastal Engineering, 49, 25-41.
DOI: 10.1016/S0378-3839(03)00044-9
Chakrabarti SK, 1987. Hydrodynamics of offshore structures.Computational Mechanics Publications, Southampton, 57.
Chwang AT, 1983. A porous-wavemaker theory. Journal of Fluid Mechanics, 132, 395-406.
DOI: https://doi.org/10.1017/S0022112083001676
Dalrymple RA, Martin PA, 1990. Wave diffraction through offshore breakwaters. Journal of Waterway, Port, Coastal and Ocean Engineering, 116(6), 727-741.
DOI: http://dx.doi.org/10.1061/(ASCE)0733-950X(1990)116:6(727)
Elbisy MS, Mlybari EM, Helal MM, 2016. Hydrodynamic performance of multiple-row slotted breakwaters, Journal of Marine Science and Application, 15(2), 123-135.
DOI: 10.1007/s11804-016-1358-6
Elchahal G, Younes R, Lafon P, 2013. Optimization of coastal structures: application on detached breakwaters in ports. Ocean Engineering, 63(1), 35-43.
DOI: 10.1016/j.oceaneng.2013.01.021
Gayen R, Mondal A, 2016. Water wave interaction with two symmetric inclined permeable plates. Ocean Engineering, 124, 180-191.
DOI: 10.1016/j.oceaneng.2016.07.045
Ha T, Lin P, Cho Y-S, 2013. Generation of 3D regular and irregular waves using Navier–Stokes equations model with an internal wave maker. Coastal Engineering, 76, 55-67.
DOI: 10.1016/j.coastaleng.2013.01.013
Higuera P, Lara JL, Losada IJ, 2013. Realistic wave generation and active wave absorption for Navier–Stokes models: application to OpenFOAM?. Coastal Engineering, 71, 102-118.
DOI: 10.1016/j.coastaleng.2012.07.002
Isaacson M, Baldwin J, Allyn N, Cowdell S, 2000. Wave interactions with perforated breakwater. Journal of Waterway, Port, Coastal, and Ocean Engineering, 126, 229-235.
DOI: 10.1061/(ASCE)0733-950X(2000)126:5(229)
Isaacson M, Baldwin J, Premasiro S, Yang G, 1999. Wave interaction with double slotted barriers. Applied Ocean Research, 21, 81-91.
DOI: 10.1016/S0141-1187(98)00039-X
Isaacson M, Premasiri S, Yang G, 1998. Wave interactions with vertical slotted barrier. Journal of Waterway, Port, Coast and Ocean Engineering, 124, 118-126.
DOI: 10.1061/(ASCE)0733-950X(1998)124:3(118)
Ji CH, Suh KD, 2010. Wave interactions with multiple-row curtain wall-pile breakwaters. Coastal Engineering, 57(5), 500-512.
DOI: 10.1016/j.coastaleng.2009.12.008
Ji CY, Chen X, Cui J, Gaidai O, 2016. Experimental study on configuration optimization of floating breakwaters. Ocean Engineering, 117, 302-310.
DOI: 10.1016/j.oceaneng.2016.03.002
Koraim AS, 2011. Hydrodynamic characteristics of slotted breakwaters under regular waves. Journal of Marine Science and Technology, 16, 331-342.
DOI: 10.1007/s00773-011-0126-1
Koraim AS, Iskanderb MM, Elsayed WR, 2014. Hydrodynamic performance of double rows of piles suspending horizontal C shaped bars. Coastal engineering, 84, 81-96.
DOI: 10.1016/j.coastaleng.2013.11.006
Kriebel DL, 1992. Vertical wave barriers: wave transmission and wave forces. 3rd International Conference on Coastal Engineering, 1313-1326.
DOI: https://doi.org/10.9753/icce.v23.%25p Liu Y, Li Y, 2011. Wave interaction with a wave absorbing double curtain-wall breakwater. Ocean Engineering, 38, 1237-1245.
DOI: 10.1016/j.oceaneng.2011.05.009
Liu Y, Xie L, Zhang Z, 2014. The wave motion over a submerged Jarlan-type perforated breakwater. Acta Oceanologica Sinica, 33, 5, 96-102.
DOI: 10.1007/s13131-014-0471-0
Liu Y, Li Y, Teng B, 2016. Interaction between oblique waves and perforated caisson breakwaters with perforated partition walls.European Journal of Mechanics - B/Fluids, 56, 143-155.
DOI: 10.1016/j.euromechflu.2015.12.001
Mansard EPD, Funke ER, 1980. The measurement of incident and reflected spectra using a least squares method. Proceedings 17th Coastal Engineering Conference, Sydney, Australia, 154-172.
DOI: 10.1061/9780872622647.008
Porter R, Evans DV, 1995. Complementary approximations to wave scattering by vertical barriers. Journal of Fluid Mechanics, 294, 155-180.
DOI: 10.1017/S0022112095002849
Rageh OS, Koraim AS, 2010. Hydraulic performance of vertical walls with horizontal slots used as breakwater. Coastal Engineering, 57, 745-756.
DOI: 10.1016/j.coastaleng.2010.03.005
Rageh OS, Koraim AS, Salem TN, 2009. Hydrodynamic efficiency of partially immersed caissons supported on piles. Ocean Engineering, 36, 1112-1118.
DOI: 10.1016/j.oceaneng.2009.06.009
Sahoo T, Lee MM, Chwang AT, 2000. Trapping and generation of waves by vertical porous structures. Journal of Engineering Mechanics, ASCE 126(10), 1074-1082.
DOI: 10.1061/(ASCE)0733-9399(2000)126:10(1074)
Sarpkaya T, Isaacson M, Wehausen JV, 1982. Mechanics of wave forces on offshore structures, Journal of Applied Mechanics, 49(2), 466-467.
DOI:10.1115/1.3162189
Suh KD, Jung HY, Pyun CK, 2007. Wave reflection and transmission by curtain wall-pile breakwaters using circular piles. Ocean Engineering, 34, 2100-2106.
DOI: 10.1016/j.oceaneng.2007.02.007
Suh KD, Park WS, Park BS, 2001. Separation of incident and reflected waves in wave-current flumes. Coastal Engineering, 43, 149-159.
DOI: 10.1016/S0378-3839(01)00011-4
Suh KD, Shin S, Cox DT, 2006. Hydrodynamic characteristics of pile-supported vertical wall breakwaters. Journal of Waterway, Port, Coast and Ocean Engineering, 132, 83-96.
DOI: 10.1061/(ASCE)0733-950X(2006)132:2(83)
Tsinker G, 1995. Marine structures engineering: specialized applications. Chapman and Hall, 568.
Vílchez M, Clavero M, Lara JL, Losada MA, 2016. A characteristic friction diagram for the numerical quantification of the hydraulic performance of different breakwater types, Coastal Engineering, 114, 86-98.
DOI: 10.1016/j.coastaleng.2016.03.006
Xiao LF, Kou YF, Tao LB, Yang LJ, 2016. Comparative study of hydrodynamic performances of breakwaters with double-layered perforated walls attached to ring-shaped very large floating structures. Ocean Engineering, 111, 279-291.
DOI: 10.1016/j.oceaneng.2015.11.007
Yu X, 1995. Diffraction of water waves by porous breakwater. J. of Waterway, Port, Coastal and Ocean Engineering, 121, 6, 275-282.
DOI: 10.1061/(ASCE)0733-950X(1995)121:6(275)
Zhu ST, Chwang AT, 2001. Investigations on the reflection behaviour of a slotted seawall. Coastal Engineering, 43, 93-104.
DOI: 10.1016/S0378-3839(01)00008-4

Memo

Memo:
Received date: 2016-12-24;Accepted date:2017-03-15。
Foundation item:King Abdul-Aziz City for Science and Technology, General Directorate of Research Grants Programs (LGP-35-287)
Corresponding author:Medhat M.Hela,mmhelal@aucegypt.edu
Last Update: 2017-08-31