Proceedings of the International medcoast Conference on Wind and Wave Climate of  the Mediterranean and the Black Sea, MEDCOAST 99, March 30-April 2, 1999; Antalya, Turkey, S. Abdalla-E.Özhan (Editors)

 



WIND & WAVE CLIMATE 99

 

TABLE OF CONTENTS

  1. Wind and Wave Climatology of the Turkish Coast and the Black Sea: An Overview of the NATO TU-WAVES Project.
  2. Erdal Özhan and Saleh Abdalla 1

  3. Wind-Wave Studies in the North-Western Part of the Black Sea.
  4. V. V. Efimov 21

  5. An Introduction to the Operational Data Buoy System in Taiwan.
  6. Chia Chuen Kao, Laurence Z. Chuang, Yen-pin Lin and Beng-chun Lee 33

  7. Altimeter Wind and Wave Measurements in Fetch- Limited Conditions.
  8. Pierre Queffeulou 41

  9. Integral Wind Wave Parameters for Fetch Limited Conditions in The Black Sea
  10. M.V. Shokurov and V.V. Efimov 49

  11. Short-term wave statistics by the measurements of the buoy near the Russian coast of the Black Sea.
  12. A. Boukhanovsky, B. Divinsky, R. Kos'yan, L. Lopatoukhin, Saleh Abdalla and Erdal Özhan 59

  13. Wind Wave in the Coastal Zone as a Nonlinear Probability Process.
  14. Zhivelina Cherneva 71

  15. Some New Result of Non-Linear Energy Transfer in the Wind Wave Spectrum.
  16. I.V. Lavrenov 81

  17. Climatic Wave Spectra of the Black Sea.
  18. L.J. Lopatoukhin, A.V. Boukhanovsky, V.A. Rozhkov and B.V. Divinsky 97

  19. Sensitivity of a Wave Model to the Wind Input in the Catalan Coast.
  20. Sonia Ponce de León A. and Agustín Sánchez-Arcilla 112

  21. A Comparative Study of the WAM and a Second Generation Wave Model in the Mediterranean Sea.
  22. Valdir Innocentini, Ernesto S. Caetano Neto and Luigi Cavaleri 123

  23. Hindcast and Calibration of the Wave Conditions in the Black Sea.
  24. Luigi Cavaleri, Luciana Bertotti, Jean Bidlot, Mauro Sclavo, Gunnar Mørk, Steve Barstow, Gerassimos Athanassoulis, and Christos Stefanakos 139

  25. Hindcast Data Role on Offshore Development West Black Sea.
  26. Emilio N. Corona, Vincent J. Cardone, Ronald C. Stamey, and Tulga Ulaş 153

  27. Sea Surface Wind and Wave Forecasting System for the Eastern Mediterranean.
  28. I. Gertman, S. Kariel, L. Raskin and D.S. Rosen 171

  29. Sea-21 Forecasting Operability of Marine Installations.
  30. Michael Stiassnie and Michael Glozman 181

  31. Method for Calculation of Extreme Metocean Events.
  32. V.A. Rozhkov, A.V. Boukhanovsky and L.J. Lopatoukhin 189

  33. Persistence Wave Statistics For Black And Baltic Seas.
  34. A.V. Boukhanovsky, I.V. Lavrenov, L.J. Lopatoukhin, V.A. Rozhkov, B.V. Divinsky, R.D. Kos'yan, Erdal Özhan and Saleh Abdalla 199

  35. Assessment of Long-Term Directional Wave Conditions Based on Nearshore Wind – Wave Correlations.
  36. Jan-Ole Witte, Peter Fröhle, Thomas Fittschen and Sören Kohlhase 211

  37. Statistical Assessment of Sea State within Extreme Events.
  38. Peter Fröhle and Sören Kohlhase 221

  39. Wave Climate Evaluation for Sedimentological Studies.
  40. Alexander Perlin and Eliezer Kit 237

  41. Eurowaves: The Easy Approach to the Evaluation of the Local Wave Climatology.
  42. Luigi Cavaleri, Gerassimos A. Athanassoulis and Steve Barstow 251

  43. A Wave Climate Data Base for the Black Sea and the Turkish Coast.
  44. David Hurdle, Saleh Abdalla and Erdal Özhan 263

  45. .Adriatic High Sea State Characteristics
  46. Marko Prsic, Ante Smircic and Nenad Leder 277

  47. On Wave Nonlinearity Parameters.
  48. Samir Abohadima and Masahiko Isobe 295

  49. An Accurate Numerical Method for Water Wave Propagation.
  50. P. Avilez-Valente and F.J. Seabra-Santos 311

  51. Numerical Simulation Of Long Waves Propagation.
  52. Abdelaziz A. Rabie 327

  53. Sensitivity Analysis on the Transfer of Wave Conditions to a Coastal Location.
  54. Mauro Sclavo and Luigi Cavaleri 341

  55. Sea Breeze Generated Waves and Coastal Morphology.
  56. Henk Jan Verhagen and Boyan Savov 349

  57. Wave-Current Interaction.Fundamental Problems and Applications in Coastal Engineering.
  58. Izmail Kantardgi 361

  59. One-Dimensional Model for Wave Dynamics and Long-Shore Sediment Transport across the Surf Zone over Real Bathymetric Profiles.
  60. Marco Venturi and Floriano Gianfelici 377

  61. Statistical Approach to Wind Data and Its Effects on the Currents of Yzmir Bay.

Erdem Sayyn and Esin Üçüncüo?lu


Wind and Wave Climatology of the Turkish Coast and the Black Sea: An Overview of the NATO-TU-WAVES Project

Erdal Özhan and Saleh Abdalla

Middle East Technical University, 06531, Turkey. Tel. +90-312-210 5437 Fax. +90-312-210 1412 E-mail: erdal-ozhan@metu.edu.tr, abdalla@metu.edu.tr

NATO TU-WAVES Project is a major that aims to find out the wave climate affecting the whole Black Sea as well as the Turkish coasts on other seas. The project started at the beginning of 1994 within the framework of the NATO SfS programme-Phase III. The main objectives of this project are to obtain detailed knowledge on and to establish a reliable data bank of wind waves affecting the whole Black Sea and the other Turkish coasts, to implement a third generation wave model for the seas surrounding Turkey, and to construct a wind and wave atlas for the Black Sea and the other Turkish coasts. This atlas, which is expected to be ready soon, will provide accurate and reliable information on wind and sea state parameters needed for most coastal and marine activities. In addition to METU-KLARE, the lead organization, three Turkish organizations and eight other institutes from four Black Sea riparian countries (Bulgaria, Romania, Russia, and Ukraine) are collaborating within the framework of the NATO TU-WAVES Project.

Wind-Wave Studies in the Northwestern Part of the Black Sea

V. V. Efimov

Marine Hydrophysical Institute, National Academy of Sciences of the Ukraine, Sevastopol, 335000, Kapitanskaya St., 2, Crimea, Ukraine.

E-mail: efimov@alpha.mhi.iuf.net

Abstract

During last decades the north-western part of the Black Sea was a place of many wind-wave studies carried out, in particular, by Marine Hydrophysical Institute. A research platform in Katzively in the Crimean coastal region and a gas-oil platform placed in the north-western part of the Black Sea in Karkinitskaya bay on distance 40-60 km offshore were used for these studies. Experiments conducted on the two platforms during past decade had main purpose to study the dependence of integral wave parameters from fetch and age of waves in the condition of well controlled weather situation as well as to study of features of frequency-wave number spectra. On Katziveli platform the experiments were directed also on studying physics of wave disturbances in the boundary layers of the atmosphere and ocean.

In framework of NATO TU-WAVES Project the continuous measurements of wind-wave parameters on the Katzively and Karkinitskaya platforms were carried out using specially manufactured instruments. They included the measurements of velocity and direction of wind, variance and peak frequency of wave spectra averaged over 10 min, as well as a continuous record of surface wave elevation. Also other meteorological parameters were measured. The data of last years wind-wave measurements were transmitted to METU and were also used for study of wave characteristics, wave physics, and numerical wind-wave modeling etc.

Now, the transmission of measured hydrometeorological and wave parameters via satellite ARGOS system is in an operation. It gives a possibility to obtain wind-wave and other meteorological parameters such as atmosphere pressure, humidity, air and sea temperatures for operational purposes, and to repair any damages of instruments in short time.

An Introduction to the Operational Data Buoy System in Taiwan

Chia Chuen Kao (1), Laurence Z. Chuang(2), Yen-pin Lin(2) and Beng-chun Lee (3)

(1) Director of Coastal Ocean Monitoring Center, Professor, Department of Hydraulics and Ocean Engineering, National Cheng Kung University, Taiwan, R.O.C. Tel. + 8866-2098850 Fax. + 8866-2098853 E-mail: kaoshih@mail.ncku.edu.tw

(2) Coastal Ocean Monitoring Center, National Cheng Kung University, Taiwan, R.O.C. E-mail: laurence@mail.ncku.edu.tw

(3) Director of Marine Meteorology Center, Central Weather Bureau, Taiwan, R.O.C. Tel. + 8862-23491190 Fax. + 8862-23491199  E-mail: beng@cwb.gov.tw

 Abstract

An operational data buoy system including: buoy hull, mooring, measurement instruments, data acquisition and control, data processing and analysis, communication, power, and auxiliary sub-systems has been successfully designed, integrated and deployed for marine meteorology observations in Taiwan since 1992. A series of test were executed to check the stability and to calibrate the accuracy. Data collected from and processed at the offshore buoy are transmitted to the shoreside operation system in nearly real time via radio telemetry. The data quality control procedure will then be triggered in the Coastal Ocean Monitoring Center after receiving data from local stations. Following final data processes and data checks, information are loaded into database system and automatically distributed to the Marine Meteorology Center, Central Weather Bureau (CWB) for operational forecast.

Altimeter Wind and Wave Measurements in Fetch- Limited Conditions

Pierre Queffeulou

IFREMER

Département d'Océanographie Spatiale B.P. 70, 29280 Plouzané, France Tel.(33) 2 98 22 42 94 Fax. (33) 2 98 22 45 33 E-mail: pierre.queffeulou@ifremer.fr

 Abstract

Measurements of sea surface wind speed and significant wave height are performed from satellite borne altimeters. These two parameters are estimated from the analysis of the waveform of the altimeter backscattered power, using methods that were established and validated for open ocean sea state and wind conditions. It has been shown that in fetch limited conditions, the altimeter wind speed was not correctly estimated. In such conditions the altimeter backscatter coefficient depends not only on wind speed but also on a parameter linked to the wave age or to the fetch. Preliminary results are presented, using TOPEX and ERS-2 altimeter measurements in conjunction with meteorological model data and sea surface measurements acquired during the FETCH campaign. The FETCH experiment was conducted in the western Mediterranean Sea (Gulf of Lion) in March-April 1998, and was devoted to surface flux measurements and remote sensing of wind and waves in high wind and short fetch conditions.

Integral Wind Wave Parameters for Fetch Limited Conditions in The Black Sea

M.V. Shokurov and V.V. Efimov

Marine Hydrophysical Institute, National Academy of Sciences of the Ukraine Sevastopol 335000, Kapitanskaya St. 2, Ukraine E-mail: efimov@alpha.mhi.iuf.net

Abstract

Because of absence of the complete theory for the dependence of integral wind wave parameters on fetch for fetch-limited conditions, experimental measurements are still important to test wind wave models. The north-western region of the Black Sea is fairly proper place to fulfill such measurements. Wind wave measurements were conducted on a gas-oil platform on water depth 30m more than 50km from the shore in 1995-1998. To study the fetch dependencies, the records during stable off-shore wind conditions were selected. Special selection of records was conducted to isolate influence of swell on results. Two main integral wave parameters, dimensionless variance and spectrum peak frequency, were studied in dependence on dimensionless fetch. Conditional power dependencies take place. The results were compared with the known results of previous experiments. Scattering of points on the plots is explained mainly by uncontrollable stratification of atmospheric boundary layer and by possible nonhomogeneity of wind along fetch from the shore to the measurement point. In general, 3-year duration of field measurements gave high statistical significance of dependencies under study.

Short-term wave statistics by the measurements of the buoy near the Russian coast of the Black Sea

A. Boukhanovsky(1), B. Divinsky(2), R. Kos'yan(2), L. Lopatoukhin(1), S. Abdalla (3) E. Özhan (3)

(1) State Oceanographic Institute, 199026, St. Petersburg, 23 Line 2A, Russia. Fax +7 812 3215450, E-mail: leonid@LL1587.spb.edu

(2) Southern Branch, Institute of Oceanology, Gelendzhik, Krasnodar region, 353470, Russia.  Tel. +7 86141 23263, Fax +7 86141 23189, E-mail: kosyan@sdios.sea.ru

(3) Middle East Technical University, Environmental Engineering Department, 06531 Ankara, Turkey. Tel. +90-312-210 5437, Fax +90-312-210 14 12, E-mail: abdalla@metu.edu.tr

Abstract

Within the framework of the NATO TU-WAVES Project a wave buoy was operating in the Black Sea near the coast of Russia (offshore Gelendzhik), and Turkey (offshore Synop and Hopa). Measured wave heights and periods allowed to make comprehensive investigation of short-term statistics. Namely:

The comparision of probability distributions for Black Sea with the results, known from publications is made. Rayleigh distribution for the wave heights is confirmed. The Weibull distribution with the shape parameter of periods in mean is equal to 3.0 (In contrast with the value 4.0 still used by some scientists). The conditional distributions are the Weibull one with the shape parameters, depending on condition and varying from 2.0 till 7.0. The regressions and skedastic ratios of two-dimensional distributions are nonlinear and in a good agreement with the relations, obtained previously by Russian investigators and published in the Handbook of Russian Register of Shipping. During almost 5 years of buoys operating a set of storm situations were measured. The distribution of extreme wave heights is investigated and some results will be presented in the paper.

Wind Wave in the Coastal Zone as a Nonlinear Probability Process

Zhivelina Cherneva

Institute of Oceanology, Bulgarian Academy of Sciences, P. O. Box 152, 9000 Varna, BULGARIA. Tel: 359 52 772 038, Fax:359 52 774 256

Abstract

A nonlinear second order interactions and their influence on the statistical properties of wind wave in the coastal zone are investigated. Cumulantum and momentum descriptions of the process of surface displacement are made too. A frequency-directional bispectrum of wind wave for a basin with constant depth is obtained. Theoretical results are compared with experimental data. The conclusion made is that two kinds of interactions of second order are important: a) interactions of two waves with frequencies equal to the peak frequency of the first order spectra and b) interactions in which one wave has peak frequency and other has frequency greater than the peak one.

Some New Result of Non-Linear Energy Transfer in the Wind Wave Spectrum

I.V.LAVRENOV

State Research Center of the Russian Federation - Arctic and Antarctic Research Institute, Av.Bering 38, 199397, St.Petersburg, Russia, E-mail:lavren@aari.nw.ru.

Abstract

In the article non-linear interaction in wind waves spectrum is studied by methods of numerical integration of the highest accuracy. The value of non-linear energy transfer is non zero in wide frequency - angular range. The influence of the frequency - angular spectrum distribution on non-linear energy transfer is investigated in this work. The calculation results show the presence of non-linear energy transfer to spectral components, which propagation is opposite to wind direction. The theoretical study explains the experimental measurement data of frequency-angular spectrum of wind waves, in which there are spectral components directed against a wind.

CLIMATIC WAVE SPECTRA OF THE BLACK SEA

L.J.Lopatoukhin*, A.V.Boukhanovsky*, V.A.Rozhkov*, B.V.Divinsky**

*State Oceanographic Institute, 199026, St. Petersburg. 23 Line 2A, Russia, Phone, Fax +7 812 3215450, E-mail: leonid@LL1587.spb.edu, root@avb.spb.su

**Shirshov Institute of Oceanology, 353470, Gelendzhik, Russia.  E-mail: divin@sdios.sea.ru

Abstract

The definition of sustainable climatic wave states (natural clusters) is introduced and justified. Within the ranges of a state the functionally similar spectral densities are hold. The sustainable climatic wave states in the Black sea are identified by mean of the regular buoy wave measurements near Gelendzhik. These measurements were a part of the NATO TU-WAVE project. More than 6000 frequency spectra are calculated, this enables to estimate climatic wave spectra for every sustainable state.

Sensitivity of a Wave Model to the Wind Input in the Catalan Coast

Sonia Ponce de León A., Agustín Sánchez-Arcilla

CIIRC-International Centre for Coastal Resources Research c/ Jordi Girona, 1-3 Módul D1, UPC 08034, Barcelona. Spain. Tel: 934017823 Fax: 932806019, E-mail: sponce@etseccpb.upc.es, arcilla@etseccpb.upc.es

Abstract

To assess the sensitivity of the WAM model cycle 4.0, to different wind inputs data, the model was applied to Western Mediterranean Sea area (-6° W, 20° E, 34° N, 45° N). The emphasis was on the Catalan coastal region, where significant wave height and peak period maps are analysed for a selected meteorological situation. The simulation period is 15 days from 20.10.97 to 4.11.97, corresponding with one typical Llevant event (winds blowing from NE). The hindcasted wave parameters are verified against wave buoy data (placed at 50 m of depth) near Delta del Ebro. The wave buoy reported a maximum of 4.7 m significant wave height, while the simulated value is around 2.8 m. The mean error over all the simulated interval is 40 cm, whereas the RMS of Hs (time series) differences is 60cm.

A Comparative Study of the WAM and a Second Generation Wave Model in the Mediterranean Sea

Valdir Innocentini(1), Ernesto S. Caetano Neto(2) and Luigi Cavaleri(3)

(1) Instituto Nacional de Pesquisas Espaciais, São José dos Campos, SP, Brazil E-mail : valdir@met.inpe.br

(2) Instituto de Pesquisas Meteorológicas, Bauru, SP, Brazil

(3) Istituto Studio Dinamica Grandi Masse, Venice, Italy

Abstract

The WAM and a second generation (SG) wave models are used to hindcast the surface state of Mediterranean Sea with the wind fields provided by the ECMWF initialised analysis during December 1992. The wave hindcasts were evaluated against time series of measured significant wave height, period, and direction obtained at eight buoys moored near shorelines of Mediterranean Sea. The wave height time series for a deep ocean point are quite similar in both models simulations during the wave growth stage. The SG model tends to delay the beginning of the decay stage and simulates wave peaks slightly greater. Conclusions regarding the performance of both models in shallow water and coastal zones cannot be simply stated. Appropriate spatial and temporal resolutions, and a wind analysis approach, incorporating non-conventional wind data with the global centres gridded analysis, have to be considered.

Hindcast and Calibration of the Wave Conditions in the Black Sea

Luigi Cavaleri (1), Luciana Bertotti (1), Jean Bidlot (2),  Mauro Sclavo (1) Gunnar Mørk (3), Steve Barstow (3), Gerassimos Athanassoulis (4) and Christos Stefanakos (4)

(1) ISDGM, S.Polo 1364, 30125 Venice, Italy Tel. +39-041-5216810 Fax +39-041-2602340 E-mail gigica@isdgm.ve.cnr.it

(2) ECMWF, Shinfield Park, Reading, Berkshire RG2 9AX, UK Tel. +44-118-9499708 Fax +44-118-9869450 E-mail wab@ecmwf.int

(3) OCEANOR, Pir Senteret, N7005 Trondheim, Norway Tel. +47-73545254 Fax +47-73545201 E-mail: sbarstow@oceanor.no

(4) National Technical University of Athens, 157 73 Athens, Greece Tel. +30-1- 7721136 Fax +30-1-7721032 E-mail: mathan@central.ntua.gr

Abstract

A seven year hindcast of wave conditions in the Black Sea has been performed using ECMWF surface wind fields and the WAM wave model. The results have been validated and calibrated using Topex satellite altimeter data. General statistics have been evaluated for the whole basin. The results provide a perfect input to evaluate the wave conditions at any nearshore location, using the Eurowaves methodology, which is described in a parallel paper at this conference.

Hindcast Data Role on Offshore Development West Black Sea

Emilio N. Corona (1), Vincent J. Cardone (2), Ronald C. Stamey (3) and Tulga Ulas (4)

(1)Crown Offshore Advisors, Ltd., 3303 Highland Meadow, Dallas, TX, USA Tel: +972-243-7318 Fax: +972-484-5359 E-mail: ecorona@airmail.net

(2)Oceanweather Inc., 5 River Road, Cos Cob, CT, 06807 USA Tel: +203-661-3091 Fax: +203-661-6809 E-mail: oceanwx@oceanweather.com

(3)ARCO Turkey Inc., Kader Sokak 43/4, 06700 Ankara, Turkey Tel: 90-312-466-0730 Fax: +90-312-466-0734 E-mail:RSTAMEY@mail.arco.com

(4)Türkiye Petrolleri A.O., Kader Sokak 43/4, 06700 Ankara, Turkey Tel: 90-312-466-0730 Fax: 90-312-466-0734 E-mail: Turkey3@mail.arco.com

Abstract

A hindcast study is carried out to support Türkiye Petrolleri A.O's (TPAO) and ARCO Turkey Inc. (ARCO)'s joint exploration effort in the western region of the Black Sea. This area of more than 30,000 sq. km, is unexplored with few wells drilled in shallow waters. This study presents new descriptions of the normal and extreme wind and wave climate of the Turkish sector of the Black Sea. These descriptions are developed to provide more accurate data than provided by analysis of observations from operational weather stations situated on land, and/or summarization of the small available historical data base of ships weather observations. Our approach is to adapt well proven hindcast models at high resolution to the Black Sea, and to make a continuous wind and wave hindcast covering a 10-year period. The required statistical descriptions of the environment in the study area are derived directly from the hindcast time histories. The design data generated in this study are being used for such activities as: (1) drilling rig selection for exploratory activities; (2) technical analysis of the selected drilling unit including motion and downtime analysis; (3) feasibility studies and preliminary design associated with possible future production developments.

Sea Surface Wind and Wave Forecasting System for the Eastern Mediterranean

I. Gertman(1), S. Kariel(2), L. Raskin(1) and D.S. Rosen(1)

(1) Israel Oceanographic & Limnological Res., National Inst. of Oceanography Tel Shikmona, P.O.Box 8030, Haifa 31080, Israel Tel: (+972) 48515202, Fax: (+972) 48511911 E-mail: isaac@ocean.org.il, lazar@ocean.org.il, rosen@ocean.org.il

(2) Israel Defense Forces, Israel Navy, Hydrographic Service, Tel Aviv, Israel.

Abstract

A 48-hours wind and wave forecasting system for the Eastern Mediterranean has been working in operational mode since fall 1997. The core of the system is the WAM numerical wave model Cycle 4 with a coarse space grid resolution of 1/2 degree and fine space grid resolution of 1/6 degree. For input wind field estimation, sea-surface atmospheric pressure fields (SSP) are used. These are calculated using a regional atmospheric model MM4, run by the Israel Military Meteorological Center (IMMC) every 12 hours providing 48 hours forecast. The SSP forecast has a time step of 1 hour and covers the Mediterranean region with a spatial resolution of 80 km. A sea surface wind (SSW 10 m) computation is performed according to equations of geostrophic wind and empirical relationships between SSW 10 m and the geostrophic wind. Results of the wind and wave hindcast provided by the above mentioned system for March 1998 are contrasted against ground true data gathered at the Hadera GLOSS station number 80, 2 km off the coast of Israel .

Sea-21 Forecasting Operability of Marine Installations

Michael Stiassnie and Michael Glozman

Coastal and Marine Engineering Research Institute Technion City Haifa 32000, Israel Tel: 972-4-8220642, Fax: 972-4-8227661, E-mail: michael@cameri2.technion.ac.il

Abstract

Forecasting operability conditions of marine installations requires sophisticated software packages, based on up-to-date knowledge of nonlinear water-wave theories. Sea-21 is CAMERI's most recent answer to this engineering challenge. The present note contains simplified explanations of the most relevant physical processes that affect the quality of loading/unloading conditions of ships in harbors. Simple calculations provide approximate results, which indicate the importance of appropriate handling of near-resonant conditions.

Method for Calculation of Extreme Metocean Events

V.A.Rozhkov, A.V.Boukhanovsky, L.J.Lopatoukhin

State Oceanographic Institute, 199026, St Petersburg, 23 Line 2A, Russia, Phone, Fax +7 812 3215450, E-mail: leonid@LL1587.spb.edu, root@avb.spb.su

Abstract

The statistical approaches to calculate T years metocean events is presented. The advantages and shortcomings of other methods of extreme wave height calculations are briefly described. A method, based on the joint probabilities of wave heights in number of storms in a year during several years is elaborated. Multivariable long-term quantile function of wave heights is proposed and estimated. Extreme wave heights in Black, Baltic and Barents Seas are calculated.

Persistence Wave Statistics For Black And Baltic Seas

A.V.Boukhanovsky(1), I.V.Lavrenov(1), L.J.Lopatoukhin(1), V.A.Rozhkov(1), B.V.Divinsky(2), R.D.Kosyan(2), Erdal Ozhan¨ , Saleh Abdalla¨

(1)State Oceanographic Institute, 199026, St. Petersburg. 23 Line 2A, Russia, Fax +7 812 3215450, E-mail: leonid@LL1587.spb.edu, root@avb.spb.su

(2)Shirshov Institute of Oceanology, 353470, Gelendzhik, Russia. E-mail: divin@sdios.sea.ru

(3)Middle East Technical University, 06531 Ankara, Turkey Tel.+90-312-2105437, Fax. +90-312-210 14 12, E-mail: abdalla@metu.edu.tr

Abstract

Synoptic variability of sea waves on the long-term time series of wave height in Black and Baltic seas is investigated. The probability characteristics of general variability parameters, e.g. wave height in a storms and calms, storm and calm duration, are obtained. The approximation of joint distributions of storm and calm duration and wave heights both in storms and calm are proposed. The probabilistic impulse modulated model is developed for simulation of synoptic and annual variability of wave height in Black and Barents seas.

Assessment of Long-Term Directional Wave Conditions Based on Nearshore Wind – Wave Correlations

Jan-Ole Witte, Peter Fröhle, Thomas Fittschen and Sören Kohlhase

University of Rostock, Institute for Hydraulic and Coastal Engineering, Philipp-Müller-Str., 23966 Wismar, Germany Tel. +49 3841 – 753 609Fax. +49 3841 – 753 306 E-mail: witte@bau.uni-rostock.de, iwr@bau.uni-rostock.de

Abstract

For engineering purposes wave information are needed over long periods to assess the wave climate in the respective research area. According to restricted time for planning processes measured data are usually available for comparatively short periods only. These durations are often too short for the design and construction of coastal structures.

Since the measurement of wave data is expensive and time-consuming, it is necessary to develop approaches to extend time series of wave parameters from measured wave data. This can be done on the basis of wind data, which are usually available for comparatively long periods.

The wind – wave correlation for time series provides the opportunity to calculate time series of wave parameters based on the time series of wind data. The wind – wave correlation for frequency distributions is used to estimate the influences of the influencing parameters on the long-term mean wave conditions e.g. water level and wind conditions (speed and direction).

The two approaches for wind – wave correlations are developed within two research projects at the Institute of Hydraulic and Coastal Engineering of the University of Rostock. The paper presents the methods and some results from the project areas

Statistical Assessment of Sea State within Extreme Events

Peter Fröhle Sören Kohlhase

University of Rostock, Institute for Hydraulic and Coastal Engineering Tel. + 49-3841 753- 621 Fax. + 49-3841 753-621 E-mail: peter.froehle@bau.uni-rostock.de

Abstract

For the design of coastal structures and the assessment of the interactions of coastal structures with adjacent coastal areas, it is necessary to know the wave climate, i.e. the temporal and local variability of wave conditions. Besides other influences the influence of changing water levels must be included in the analysis of the wave data. Some aspects of the statistical evaluation of wave data are outlined by the example of wave data measured off the Island of Sylt. Since extreme wave conditions - especially during storm surge conditions - are of particular interest for structural design, special attention is paid on the assessment of long-term wave data with respect to probabilities of extreme wave heights and the duration of extreme wave conditions.

Wave Climate Evaluation for Sedimentological Studies

Alexander Perlin and Eliezer Kit

Faculty of Engineering, Tel-Aviv University, Ramat-Aviv 69978, Israel. Tel. +972-3-6408929 Fax. +972-3-6407334 E-mail: perlin@eng.tau.ac.il; kit@eng.tau.ac.il

Abstract

Statistical analysis of high quality directional wave data measured simultaneously at two sites, Ashdod and Haifa, made possible the implementation of these wave data for computation of sediment transport at any location along the Mediterranean coast of Israel. This was achieved by an explicit accounting of wave directional shift in sediment transport calculations. A detailed computation of directional shift for different ranges of wave heights is performed using correlation analysis of both wave data sets. The correction of wave directions at various locations along the coast are found by linear interpolation, and an excellent agreement between calculated sediment fluxes at each location has been obtained when using each one of wave data sets (Haifa or Ashdod). In the computations, an advanced LITPACK package developed by the Danish Hydraulic Institute (DHI) for littoral transport simulations have been used.

Eurowaves: The Easy Approach to the Evaluation of the Local Wave Climatology

Luigi Cavaleri (1), Gerassimos A. Athanassoulis (2), and Steve Barstow (3)

(1) ISDGM, S.Polo 1364, 30125 Venice, Italy Tel. +39-041-5216810; Fax +39-041-2602340; E-mail: gigica@isdgm.ve.cnr.it

(2) Dept. of Naval Arch. and Mar. Engng, NTUA, Zographos 157 10, Athens, Greece Tel. +30-1-7721136; Fax +30-1-7721032 ; E-mail: mathan@central.ntua.gr

(3) Oceanor, Pir-Senteret, N-7005, Trondheim, Norway Tel. +47-73545254; Fax +47-73545201; E-mail: sbarstow@oceanor.no

Abstract

Eurowaves is an EU funded MAST project which aims to provide users of wave data with a sophisticated, but user friendly, tool to evaluate the wave statistics at any nearshore location in Europe and adjacent areas. For the development of this tool, there are several components which are being assembled. In this paper, we give a description of these different components. We start with a description of the construction of the offshore wave database and statistics. This is followed by a description of the geographic software, which allows the user to zoom in to the area of interest. Finally, the numerical models, which are used by Eurowaves to transfer the offshore information to the chosen location, are described as is the statistical package which can provide full information on the local wave statistics at any location in European coastal waters.

A Wave Climate Data Base for the Black Sea and the Turkish Coast

David Hurdle(1), Saleh Abdalla(2) and Erdal Özhan(2)

(1)Alkyon Hydraulic Consultancy and Research b.v., Emmeloord, The Netherlands. Tel. + 31-527-620909 Fax. + 31-527-610020 E-mail: hurdle@alkyon.nl

(2)Middle East Technical University, 06531 Ankara, Turkey. Tel. + 90-312-2105437 Fax. + 90-312-2101412 E-mail: abdalla@metu.edu.tr

Abstract

Data bases for hydraulic design conditions should be simple to use and be flexible enough to provide every user group with the information which they require. This paper discusses the most frequent applications of such a data base and the format of the data which is required. A recently developed data base for the Black Sea and Turkish coast is also described, including its structure. Examples are given of typical output from a prototype version of the data base.

Adriatic High Sea State Characteristics

Marko Prši_(1), Ante Smir_i_(2), and Nenad Leder(2)

(1) Univ. of Zagreb, Faculty of Civil Eng., Kaciceva 26, 10000 Zagreb, Croatia Tel. + 385 1 4561222 & 4828054, Fax. + 385 1 4561260 E-mail: mfprsic@public.srce.hr

(2) State Hydrographic Inst. of Rep. of Croatia, Zrinskofrankopanska 161, 21000 Split, Croatia. Tel. + 385 21 361840, Fax. + 385 21 47045

Abstract

The article deals with the short and long-term wind wave stages. At a given geographical point it is expressed through statistically and spectrally defined representative wave parameters. Based on probabilistic model of wave process, the theoretic expressions for the parameters as well as the relationships between those two groups of parameters are also well-known. The agreement between real and theoretical short-term assumptions is the first part of this consideration. The second part of the article deals with the unidirectional (local) wave spectra, while the third part discusses long term wave characteristics. All analysis are based on wave records of two geographic points, one in the Northern and one in the Southern Adriatic. Considering this matter, the waves of two typical Adriatic winds Sirocco (SE and Bora (NE) have been specially analysed.

On Wave Nonlinearity Parameters

Samir Abohadima and Masahiko Isobe

Department of Civil Engineering, University of Tokyo, 7-3-1 Hongo, Bunkyo-ku, Tokyo 113-8656, Japan Tel. + 81-3-5689 7271 Fax. + 81-3-5689 7340 E-mail: abohadim@coastal.t.u-tokyo.ac.jp and isobe@coastal.t.u-tokyo.ac.jp

Abstract:

Three parameters to represent wave nonlinearity are derived from the dynamic free surface boundary condition using two different methods. Relations among the parameters are given for general coordinates including fixed and moving coordinates and for any definition of wave celerity. One of these parameters is suggested to be used as an expansion parameter for deriving the solutions of limiting waves at any relative water depth. It is proved that all proposed parameters become equal to unity at the limiting wave condition, which leads to two relations among wave variables at the crest of breaking waves. These relations are exact from a solitary wave to deep-water waves. The nonlinear parameters and limiting wave relations are examined for special cases, resulting in other famous nonlinear parameters and breaking conditions. The limiting wave relations are used to examine the accuracy of tables for breaking waves obtained by Yamada and Shiotani (1968), Cokelet (1977) and Dean (1991). A method for calculating the wave celerity for any fully nonlinear model as a function of water particle velocity and surface elevation is also given.

An Accurate Numerical Method for Water Wave Propagation

P. Avilez-Valente (1), F.J. Seabra-Santos (2)

(1) Faculdade de Engenharia da Universidade do Porto, P-4099 Porto Codex, Portugal Tel. + 351-2-204 19 66 Fax. + 351-2-205 08 70 E-mail: pvalente@fe.up.pt

(2) IMAR - Departamento de Engenharia Civil, Universidade de Coimbra , P-3049 Coimbra Codex, Portugal Tel. + 351-39-410 698 Fax. + 351-39-410 678 E-mail: fseabra@gemini.ci.uc.pt

Abstract

The authors describe a Petrov-Galerkin finite element method with third-order accuracy, for the numerical solution of the Regularized Long Wave and Boussinesq equations for weakly nonlinear dispersive water waves. Finite elements are used in both time and space domains with different interpolating and weighting functions. Basically it consists on linear interpolation in space coupled with an implicit one-level time integration scheme. Care is taken to ensure that only higher order numerical errors are introduced, and that the method possesses a fourth-order dissipative mechanism. Some numerical results for kinematic and dynamic waves are presented and compared to analytic solutions and to experimental results, respectively.

Sensitivity Analysis on the Transfer of Wave Conditions to a Coastal Location

Mauro Sclavo and Luigi Cavaleri

Istituto Studio Dinamica Grandi Masse S. Polo 1364, 30125 Venice, Italy Tel: +39-041-5216814 Fax: +39-041-2602340 e-mail:sclavo@flux.isdgm.ve.cnr.it

Abstract

Given wave information offshore, corresponding information at coastal locations are derived by means of accurate wave modelling. In this paper we analyse the main factors affecting the accuracy of the results, namely the description of the bottom friction, the definition of the grid and the consideration of the input wind field. Validation of the procedure is obtained making use of a data set collected during two winter campaigns at Holderness, on the East coast of England.

Sea Breeze Generated Waves and Coastal Morphology

H.Jan Vehagen (1), B. Savov (2)

(1) International Institute for Infrastructural, Hyraulic and Environmental Engineering, IHE-Delft, P.O. Box 3015, 2601 DA Delft, The Netherlands  Fax. + 31-15-21222921 E-mail: hjv@ihe.nl

(2) Black Sea Coastal Association, P.O. Box 28, Varna, Bulgaria  Fax. + 359-52-743322 E-mail: bcaint@mbox.digsys.bg

Abstract

For the determination of the stability of coastlines, coastal erosion and the design of erosion protection studies, the "loca" wave climate is the most important input parameter. For morphology, "Local" means just outside the breaker line. On relatively calm days the local wave climate is strongly influenced by the effect of sea breeze. On the basis of sea breeze model of Haurowitz (1947) and Hsu (1988) an operational öethod has been developed for the determination of sea breeze and the effect on coastal morphology. Examples are presented from Caragena, Colombia, and from the Bugarian Black Sea coastline.l

Wave-Current Interaction, Fundamental Problems and Applications in Coastal Engineering

Izmail Kantardgi

Department of Environmental Engineering and Safety, Moscow State University of Technology, 3A Vadkovsky peteulok, Moscow 101472 Russia Tel: +095-9729483 Fax: +095-9733189 e-mail:ikantar@patience.msk.ru

Abstract

The major natural driving factors in the coastal zone are the surface waves and currents. Most of the engineering problems must take into account the interaction between waves and currents and their combined influence on the coastal processes. The wave-current interaction was included to the area of auther's research interests more than 20 years ago, and the main results of the related studies were published by author. The following wave-current interaction problems were studied:(1) the generation of the wind waves on a current in the large waterways; (2) the transformation of the wind waves by vertacally non-uniform current; (3) filtration of frequency and frequency-direction wave spectrum by the caustic effects on current; (4) breaking of the waves at the bottom slope with the presence of opposite current; (5) wave distribution along the bottom slope with current; (6) water exchange due to the wave induced circulation in the coastal zone in the presence of coastal structures; (7) incipiency of sediment motion under combined action of waves and current; (8) suspended sediment distribution in the combined flow. The application of the results to certain coatal projects, including the Black Sea coast projects, are presented also.

One-Dimensional Model for Wave Dynamics and Long-Shore Sediment Transport across the Surf Zone over Real Bathymetric Profiles

Marco Venturi, Floriano Gianfelici

Snamprogetti, Via Toniolo 1, 61032 Fano, Italy Tel. +39 0721 881409, Fax +39 0721 881787 E-mail: marco.venturi@snamprogetti.eni.it

Abstract

The long-shore current induced by wave breaking is a major process in coastal engineering because it causes significant hydrodynamic loads on marine structures and modifications of the seabed which need to be evaluated in detail during the design phase.

The paper presents a one-dimensional model working on real bathymetric profiles which evaluates: a) the wave propagation in the surf zone, b) the wave induced long-shore current and c) the long-shore sediment transport. The model overcomes the major limitations of the simplified models normally used in coastal engineering practice, still keeping a relatively simple mathematical formulation.

The model has been verified by comparing the results with field and laboratory data. In addition, the model has been applied in two test cases of submarine pipeline engineering in which a detailed definition of the waves, current and sediment transport across the surf zone is required. The two test cases refer to complex seabed profiles, with the presence of a submarine bank in one case and of a rock (coral) step and steep gradients in the other. The results obtained with the one-dimensional model have been compared with those obtainable with standard simplified procedures.

 

Statistical Approach to Wind Data and Its Effects on The Currents of Izmir Bay

Erdem Sayın and Esin Üçüncüoğlu

DEU Institute of Marine Sciences and Technology, Haydar Aliyev Bulvarı, No 10, İnciraltı, 35340 İzmir, Turkey Tel: +90-232-2785565 Fax: +90-232-2785082 e-mail: sayin@neptune.imst.deu.edu.tr

Abstract

The purpose of this study is to determine the statistical characteristics of the wind and current speed and their direction in İzmir Bay and perform spectral analysis to find out the energy levels and periodicity of the wind and current. A correlation is carried out between sea current and wind to see the wind effects on the circulation in the Izmir Bay.

The wind climate is determined by the help of hourly measured wind data received from two different metereological stations for the period of 1994-1997; (1) Çiğli Metereological Station (CGL) located on the northern part of İzmir, and (2) Güzelyalı Metereological Station (GZL) located on the southern part of Izmir. The wind and current measurements carried out by R.V.K. Piri Reis-DEU Institute of Marine Sciences and Technology, in the İzmir Bay are also evaluated within the context of this study.

The study shows us that the circulations in İzmir Bay are not only wind-driven but also temperature and salt distributions have considerable contribution to the İzmir Bay's circulation system. A very important contribution is from the barotropic circulation as a result of sea level difference or variable topographic height. The circulations in Agean Sea, and wind induced sea level difference especially at the coastal area and inner Bay, affect these barotropic circulations. As an overview for the wave climate in İzmir Bay it can be concluded that waves are concentrated at the lower frequencies both in the wind spectra and current spectra.