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NTIS 바로가기Coastal engineering, v.120, 2017년, pp.1 - 21
Pillai, K. , Etemad-Shahidi, A. , Lemckert, C.
This paper reviews the available models for the estimation of mean wave overtopping rate at berm breakwaters. A sensitivity analysis was conducted on selected models in order to study the influence of input variables on estimated overtopping discharge. The dimensionless crest freeboard is the most s...
Alikhani 2000 On Reshaping Breakwaters (PhD thesis)
Besley 1999 Overtopping of Seawalls - Design and Assessment Manual (R & D Technical Report W178)
Ocean Eng. Bonakdar 38 1 111 2011 10.1016/j.oceaneng.2010.09.015 Predicting wave run-up on rubble-mound structures using M5 model tree
ASCE J. Waterw. Harb. Coast. Eng. Div. Bruun 102 2 141 1976 10.1061/AWHCAR.0000317 Parameters affecting stability of rubble mounds
J. Waterw. Port. Coast. Ocean Eng. Castillo 130 2 77 2004 10.1061/(ASCE)0733-950X(2004)130:2(77) Optimal engineering design method that combines safety factors and failure probabilities: application to rubble-mound breakwaters
Chapra 1997 Surface Water- Quality Modelling
Coast. Eng. De Rouck 56 2 99 2009 10.1016/j.coastaleng.2008.03.014 Crest level assessment of coastal structures-general overview
Coast. Eng. Chini 65 27 2012 10.1016/j.coastaleng.2012.02.009 Extreme values of coastal wave overtopping accounting for climate change and sea level rise
10.9753/icce.v34.structures.6 N.F. Christensen, M.S. Røge, J.B. Thomsen, T. Lykke Andersen, H.F. Burcharth, J.Q.H. Nørgaard, Overtopping on rubble mound breakwaters for low steepness waves in deep and depth limited conditions, in: Proceedings of the 34th International Conference on Coastal Engineering, Seoul, Korea, 2014, pp. 1-9.
Ocean Eng. Etemad-Shahidi 84 124 2014 10.1016/j.oceaneng.2014.04.011 New formulae for prediction of wave overtopping at inclined structures with smooth impermeable surface
Coast. Eng. Etemad-Shahidi 109 42 2016 10.1016/j.coastaleng.2015.12.001 Prediction of wave overtopping at vertical structures
EurOtop, Wave overtopping of sea defences and related structures: Assessment manual. N.W.H. Allsop, T. Pullen, T. Bruce, J.W. Van der Meer, H. Schüttrumpf, A. Kortenhaus, 2007. 〈www.overtopping-manual.com〉
J. Hydroinformatics Gaudio 15 3 939 2013 10.2166/hydro.2013.036 Sensitivity analysis of bridge pier scour depth predictive formulae
J. Clean. Prod. Geeraerts 15 16 1514 2007 10.1016/j.jclepro.2006.07.050 Wave overtopping at coastal structures: prediction tools and related hazard analysis
Coast. Eng. Goda 56 4 385 2009 10.1016/j.coastaleng.2008.09.007 Derivation of unified wave overtopping formulas for seawalls with smooth, impermeable surfaces based on selected CLASH datasets
K. Hall, Experimental and historical verification of the performance of naturally armouring breakwaters, in: Proceedings of the Conference on Berm Breakwaters, ASCE, Ottawa, Canada, 1988, pp. 104-137.
K.R. Hall, C.I. Rauw, W.F. Baird, Wave protection for an offshore runway extension, Alaska, in: Proceedings of the Coastal Structures '83: A Specialty Conference on the Design, Construction, Maintenance and Performance of Coastal Structures, New York, USA, 1983, pp. 157-170.
Ocean Eng. Isobe 71 51 2013 10.1016/j.oceaneng.2012.12.032 Impact of global warming on coastal structures in shallow water
J. Waterw. Port. Coast. Ocean Eng. Jafari 138 1 42 2012 10.1061/(ASCE)WW.1943-5460.0000099 Derivation of a new model for prediction of wave overtopping at rubble mound structures
O.J. Jensen, T. Sorensen, Hydraulic performance of berm breakwaters. Berm Breakwaters: Unconventional Rubble-Mound Breakwaters, New York, USA, 1988, pp. 73-91.
J. Juhl, O.J. Jensen, Features of berm breakwaters and practical experience, in: Proceedings of the International Conference on Coastal and Port engineering in Developing countries, Brazil, 1995.
K. Kawasaki, H.D. Ut, T. Funahashi, T. Fukumoto, Experimental investigation on adaptive countermeasure using floating panel for wave overtopping reduction. in: Proceedings of the 21st International Offshore and Polar Engineering Conference, ISOPE-2011, Maui, 2011, pp. 1100-1107.
J. Hydroinformatics Kazeminezhad 12 1 51 2010 10.2166/hydro.2010.042 An alternative approach for investigation of the wave-induced scour around pipelines
Krom 2012 Wave Overtopping at Rubble Mound Breakwaters with a Non-reshaping Berm (MSc. Thesis)
Kuhnen 2000 Scour and Scour Protection around Berm Breakwaters (MS thesis)
Ocean Eng. Lara 35 13 1388 2008 10.1016/j.oceaneng.2008.05.006 Wave interaction with low-mound breakwaters using a RANS model
Lissev 1993 Influence of the Core Configuration on the Stability of Berm Breakwaters. Experimental model investigations (Report No. R-6-93)
N. Lissev, A. Torum, Influence of the core configuration on the stability of berm breakwaters, in: Proceedings of the 25th International Conference on Coastal Engineering, Orlando, Florida, USA, 1996, pp. 1735-1747.
Coast. Eng. Losada 55 1 47 2008 10.1016/j.coastaleng.2007.06.003 Numerical analysis of wave overtopping of rubble mound breakwaters
Lykke Andersen 2006 Hydraulic Response of Rubble Mound Breakwaters (PhD thesis)
Lykke Andersen 2004 CLASH D24 report on additional tests part D (Report no. EVK3-CT-2001-00058)
T. Lykke Andersen, K.T. Skals, H.F. Burcharth, Comparison of homogenous and multi-layered berm breakwaters with respect to overtopping and front slope stability, in: Proceedings of the 31st International Conference on Coastal Engineering ICCE, Hamburg, 2008.
McCuen 2003 Modeling Hydrologic Change: Statistical Methods
Struct. Saf. Mínguez 31 3 214 2009 10.1016/j.strusafe.2008.06.014 Reliability-based optimization in engineering using decomposition techniques and FORMS
Coast. Eng. Moghim 58 8 706 2011 10.1016/j.coastaleng.2011.03.006 A new formula for the sea state and structural parameters influencing the stability of homogeneous reshaping berm breakwaters
Appl. Ocean Res. Moghim 53 23 2015 10.1016/j.apor.2015.07.008 Wave overtopping on reshaping berm breakwaters based on wave momentum flux
Coast. Eng. Molines 96 62 2015 10.1016/j.coastaleng.2014.11.008 Calibration of overtopping roughness factors for concrete armor units in non-breaking conditions using the CLASH database
J. Waterw. Port. Coast. Ocean Eng. Neves 134 4 226 2008 10.1061/(ASCE)0733-950X(2008)134:4(226) Wave overtopping of Póvoa de Varzim breakwater: physical and numerical simulations
Coast. Eng. Oumeraci 22 159 1994 10.1016/0378-3839(94)90052-3 Analysis of the dynamic response of caisson breakwaters
Owen 1980 Design of Sea Walls Allowing for Wave Overtopping (Report No. EX-924)
PIANC 2003 State-of-the-art of Designing and Constructing Berm Breakwaters (Report of Working Group 40)
O.J. Sayao, C.P. Fournier, Hydraulic design of offshore breakwater in Sergipe, Brazil, in: Proceedings of the International Conference on Civil Engineering in the Oceans, College Station, Texas, USA, pp. 679-693, 1992.
10.9753/icce.v33.structures.12 S. Sigurdarson, J.W. Van der Meer, Wave overtopping at berm breakwaters in line with EurOtop, in: Proceedings of the 33rd International Conference on Coastal Engineering, ICCE 2012, Santander, Spain, 2012.
S. Sigurdarson, G. Viggosson, S. Benediktsson, O.B. Smarason, Berm breakwaters and quarry investigations in Iceland, in: Proceedings of the 4th International Conference on Coastal and Port Engineering in Developing Countries, Brazil, 1995.
J. Coast. Eng. Torum 49 3 209 2003 10.1016/S0378-3839(03)00062-0 On berm breakwaters. Stability, scour, overtopping
J. Coast. Eng. Torum 60 299 2012 10.1016/j.coastaleng.2011.11.003 On berm breakwaters: recession, crown wall wave forces, reliability
J.W. Van der Meer, Technical report on wave run up and wave overtopping at dikes (TAW), Technical Advisory Committee for Flood Defence in the Netherlands, Delft, 2002.
J.W. Van der Meer, J.P.F.M. Janssen, Wave run up and wave overtopping at dikes and revetments. Report No. 485, Deft Hydraulics, 1994.
Coast. Eng. Van Gent 54 8 586 2007 10.1016/j.coastaleng.2006.12.001 Neural network modelling of wave overtopping at coastal structures
Verhaeghe 2005 Neural Network Prediction of Wave Overtopping at Coastal Structure (PhD thesis)
Coast. Eng. Verhaeghe 55 5 357 2008 10.1016/j.coastaleng.2007.12.002 Combined classifier-quantifier model: a 2-phases neural model for prediction of wave overtopping at coastal structures
Appl. Geogr. Zviely 57 154 2015 10.1016/j.apgeog.2014.12.007 The effect of sea-level rise in the 21st century on marine structures along the Mediterranean coast of Israel: an evaluation of physical damage and adaptation cost
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