Abstract
The performance of a slotted breakwater consisting of one row of vertical slots was investigated theoretically and experimentally under normal regular waves. A simple theoretical model based on an eigenfunction was developed. The wave transmission, reflection, energy loss, and hydrodynamic force exerted on the breakwater were calculated for different values of the wave and structure parameters. The validity of the theoretical model was examined by comparing its results with theoretical and experimental results obtained from different studies. It was found that the transmission coefficient decreases with increasing dimensionless wavenumber (kh), increasing wave steepness (H i/L), and decreasing breakwater porosity (ε). The reflection coefficient showed the opposite trend to the transmission coefficient. Also, about 20–50% of incident wave energy was lost due to the effect of the breakwater. In addition, the proposed theoretical model can be used for predicting the performance of slotted breakwaters and the hydrodynamic forces exerted on these structures using the friction coefficient f = 1.5.
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Abbreviations
- a :
-
Distance between slot centers
- b :
-
Slot thickness
- C m :
-
Added mass coefficient
- d :
-
Slot width
- f :
-
Friction coefficient
- F :
-
Wave forces on the breakwater
- F 0 :
-
Wave forces on a solid vertical plate
- g :
-
Acceleration due to gravity
- G :
-
Gap between slots
- h :
-
Water depth
- H i :
-
Incident wave height
- H r :
-
Reflected wave height
- H t :
-
Transmitted wave height
- k :
-
Incident wavenumber
- k i :
-
Energy loss coefficient
- k r :
-
Reflection coefficient
- k t :
-
Transmission coefficient
- L :
-
Wavelength
- p :
-
Hydrodynamic pressure
- P :
-
Permeability parameter
- s :
-
Inertia coefficient
- t :
-
Time
- T :
-
Wave period
- x, z:
-
Two-dimensional axes
- ε :
-
Porosity of breakwater
- ϕ :
-
Total flow velocity potential
- ϕ1, ϕ2:
-
Seaward and shoreward velocity potential
- π :
-
3.14
- ω :
-
Angular wave frequency
References
Hayashi T, Kano T (1966) Hydraulic research on the closely space pile breakwater. In: Proceeding of the 10th of coastal engineering conference, ASCE, New York, vol 11, chap 50, pp 873–884
Kriebel DL (1992) Vertical wave barriers: wave transmission and wave forces. In: Proceeding of the 23th international conference on coastal engineering, ASCE, New York, pp 1313–1326
Kakuno S, Liu PLF (1993) Scattering of water waves by vertical cylinders. ASCE J Waterw Port Coast Ocean Eng 119(3):302–322
Kakuno S, Nakata Y, Liu PLF (1996) Wave forces on an array of vertical cylinders. ASCE J Waterw Port Coast Ocean Eng 122(3):147–149
Isaacson M, Premasiro S, Yang G (1998) Wave interaction with vertical slotted barrier. ASCE J Waterw Port Coast Ocean Eng 124(3):118–126
Isaacson M, Baldwim J, Premasiro S, Yang G (1999) Wave interaction with double slotted barriers. Appl Ocean Res 21:81–91
Park WS, Kim B, Suh K, Lee K (2000) Irregular wave scattering by cylinder breakwaters. In: Korea-China conference on port and coastal engineering, Seoul, Korea, pp 141–156
Abdel-Mawla S, Balah M (2001) Wave energy absorption by an inclined slotted-wall breakwater. Journal of Scientific Research, Faculty of Engineering, Suez Canal University, Port Said
Balaji R, Sundar V (2002) Hydraulic performance of vertical wave screens with pipes. In: Proceeding of 10th international maritime association of the mediterranean, Crete, Hellas. Tech. Session 9, paper No: 127
Balaji R, Sundar V (2004) Theoretical and experimental investigation on the wave transmission through slotted screens. Ocean Eng Int 8(2):69–90
Kriebel DL (2004) Design methods for Timber wave screens. Report EW-01-04, US Naval Academy, Ocean Engineering Program
Koraim AS (2005) Suggested model for the protection of shores and marina. Ph.D. Thesis in Civil Engineering, Zagazig University, Zagazig, Egypt
Suh KD, Shin S, Cox DT (2006) Hydrodynamic characteristics of pile-supported vertical wall breakwaters. J Waterw Port Coast Ocean Eng 132(2):83–96
Suh KD, Jung HY, Pyun CK (2007) Wave reflection and transmission by curtain wall–pile breakwaters using circular piles. Ocean Eng 34(14–15):2100–2106
Huang Z (2007) Wave interaction with one or two rows of closely spaced rectangular cylinders. Ocean Eng 34:1584–1591
Krishnakumar C, Balaji R, Sannasiraj SA, Sundar V (2008) Reflection and transmission characteristics of partially submerged slotted wave screens. Int J Ecol Dev Spec Issue Coast Environ Coast Process 11(F08):20–35
Sollitt CK, Cross RH (1972) Wave transmission through permeable breakwaters. In: Proceeding: 13th coastal engineering conference, ASCE, Vancouver, pp 1827–1846
Hagiwara K (1984) Analysis of upright structure for wave dissipation using integral equation. In: Proceedings of the 19th coastal engineering conference, Houston, pp 2810–2826
Mei CC, Liu PLF, Ippen AT (1974) Quadratic loss and scattering of long waves. ASCE J Waterw Harb Coast Eng Div 100:217–239
Yu XP (1995) Diffraction of water waves by porous breakwaters. J Waterw Port Coast Ocean Eng 121(6):275–282
Tolba ER (1998) Behavior of floating breakwater under wave action. Ph.D. Thesis, Suez Canal University, Egypt
Reddy MS, Neelamanit S (1992) Wave transmission and reflection characteristics of a partially immersed rigid vertical barrier. Ocean Eng 19:313–325
Uda T, Omata A, Kawamura T (1990) An experimental study on wave dissipation and wave forces on the slit-type structures, vol 2891. Report of the Public Works Research Institute, Ministry of Construction, Japan
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Koraim, A.S. Hydrodynamic characteristics of slotted breakwaters under regular waves. J Mar Sci Technol 16, 331–342 (2011). https://doi.org/10.1007/s00773-011-0126-1
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DOI: https://doi.org/10.1007/s00773-011-0126-1