Investigating the Lengths of Scale Model Tests to Determine Mean Wave Overtopping Discharges

This paper analyses the influence on the measured mean overtopping discharge of the duration of physical model tests of wave overtopping, bearing in mind the practical purpose of the studies, and the required accuracy of the measurements. The case study of the South Breakwater of Póvoa de Varzim Harbor, Portugal, is used to investigate this subject. During the two-dimensional physical model tests, three main target test conditions were used. For each one, different wave trains were utilized, all conforming to the same target JONSWAP spectrum, and three different test durations were employed. The number of random waves ranged from about 300 to 2400. Then, one of the three main test conditions was again used, but for twelve different test durations. In this case, the number of waves ranged from about 150 to 1900. The results suggest that the convergence of the mean overtopping discharge to a constant value with increasing test duration is not obvious. Regardless of the test duration, the information obtained with a single test gives limited information about the expected mean discharge, as the mean overtopping discharge varies even for the same wave and structure characteristics. Consequently, more information is obtained on the mean discharge if several tests of the same short duration (but with different time series) are undertaken rather than if one test of long duration is carried out.

[1]  Terry Hedges,et al.  RANDOM WAVE OVERTOPPING OF SIMPLE SEA WALLS: A NEW REGRESSION MODEL. , 1998 .

[2]  Hocine Oumeraci,et al.  Laboratory effects and further uncertainties associated with wave overtopping measurements , 2005 .

[3]  N. W. H. Allsop,et al.  P5. Hydraulic effects of breakwater crown walls , 1988 .

[4]  Hadewych Verhaeghe,et al.  Applications of a neural network to predict wave overtopping at Coastal Structures , 2006 .

[5]  Pengzhi Lin,et al.  A numerical study of breaking waves in the surf zone , 1998, Journal of Fluid Mechanics.

[6]  Peter A. Troch,et al.  New results on scale effects for wave overtopping at coastal structures, the CLASH programme , 2006 .

[7]  J. V. D. Meer,et al.  A code for dike height design and examination , 1998 .

[8]  E. Mansard,et al.  The Measurement of Incident and Reflected Spectra Using a Least squares Method , 1980 .

[9]  Terry Hedges,et al.  Specifying seawall crest levels with the help of a probabilistic method , 2006 .

[10]  Leopoldo Franco,et al.  Wave Overtopping on Vertical and Composite Breakwaters , 1995 .

[11]  Various Design of seawalls allowing for wave overtopping , 1980 .

[12]  Leopoldo Franco,et al.  The International database on wave overtopping , 2005 .

[13]  Jan Pedersen Wave Forces and Overtopping on Crown Walls of Rubble Mound Breakwaters: an Experimental Study , 1996 .

[14]  Nobuhisa Kobayashi,et al.  WAVE OVERTOPPING ON COASTAL STRUCTURES , 1989 .

[15]  J. W. Van der Meer,et al.  WAVE RUNUP AND OVERTOPPING ON COASTAL STRUCTURES , 1993 .

[16]  Joaquín M. Garrido,et al.  Overtopping analysis using neural networks , 2003 .

[17]  D. Graham,et al.  Simulation of wave overtopping by an incompressible SPH model , 2006 .

[18]  J. Geeraerts,et al.  CLASH: D35 Workpackage 4. Final report on laboratory measurements Ostia , 2004 .

[19]  Terry Hedges,et al.  Specifying seawall crest levels using a probabilistic method , 2006 .

[20]  Kenichi Ohno,et al.  MINIMUM NUMBER OF WAVES IN IRREGULAR WAVE TRAINS FOR LABORATORY STABILITY TESTS OF ARMOUR UNITS , 2005 .

[21]  Javier L. Lara,et al.  RANS modelling applied to random wave interaction with submerged permeable structures , 2006 .

[22]  Peter Sloth,et al.  WAVE OVERTOPPING OF RUBBLE MOUND BREAKWATERS , 1999 .

[23]  William Allsop,et al.  Prediction of Wave Overtopping at Steep Seawalls—Variabilities and Uncertainties , 2002 .

[24]  Zuhair Bandar,et al.  Neural network architectures and overtopping predictions , 2005 .

[25]  Jan Pedersen,et al.  Wave Forces on Crown Walls , 1993 .

[26]  Derek M. Causon,et al.  Numerical simulation of wave overtopping of coastal structures using the non-linear shallow water equations , 2000 .

[27]  Terry Hedges,et al.  WAVE OVERTOPPING OF SHALLOW SLOPING SEAWALLS: EXTENSION AND REFINEMENT OF EMPIRICAL PREDICTION METHODS , 2005 .

[28]  Hajime Mase,et al.  A Comparison of Empirical, Semiempirical, and Numerical Wave Overtopping Models , 2008 .

[29]  Derek M. Causon,et al.  Numerical Simulation of Violent Wave Over Topping , 2003 .

[30]  Keming Hu High-resolution finite volume methods for hydraulic flow modelling , 2000 .

[31]  M. Ochi Ocean Waves: The Stochastic Approach , 1998 .

[32]  Inigo J. Losada,et al.  Wave Overtopping of Póvoa de Varzim Breakwater: Physical and Numerical Simulations , 2008 .

[33]  Terry Hedges,et al.  Accounting for random wave run-up in overtopping predictions , 2004 .