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Premium member Presentation Transcript Spectral Wave Modelingin Coastal Areasfor Wave Climate Studies: Spectral Wave Modeling in Coastal Areas for Wave Climate Studies Slide2: SWAN MODEL IMPLEMENTATION Belgian coast 39 km 126 kmSPECTRAL WAVE MODELS: SPECTRAL WAVE MODELS The action density N is conserved in water with slowly varying depth h and current U Source terms described explicitlyJONSWAP experiment: JONSWAP experimentSlide7: The WAMC4 Modelwind input: wind input WAM Cycle 3 whitecap dissipation: whitecap dissipation WAM Cycle 3Slide10: quadruplet interactions DIA- approachbottom friction: bottom friction JONSWAP model~1990-~20..: ~1990-~20.. shallow water spectral wave modelingSlide13: (after Battjes, 1994)Slide14: increased complexity ! source terms shallow water coupling data assimilation …wind input: wind input and what with wind input on swell waves ?whitecap dissipation: whitecap dissipation whitecap dissipation in the presence of swell waves ?quadruplets: quadruplets DIA and what with quadruplets in shallow water ?bottom friction: bottom friction JONSWAP model Madsen’s model Collins’ model Weber’s modelnon-linear interactionstriads: non-linear interactions triads main problem : harmonics created but not releaseddepth induced breaking: depth induced breaking two tuning parameters: br : some tuning constant (~1) Hmax = h distribrution over frequency space ? shoaling + refraction: shoaling + refraction well known from theoretical considerations high directional resolution needed BUT ...Slide22: stability in time of bottom topographycoupling with tide/surge model: coupling with tide/surge modelSlide28: The WAMC4 ModelSlide29: The Tide/Surge ModelSlide30: Grid Set-up - North Sea Experimentinfluence of currents on waves: influence of currents on waves Summary: Summary many variables become important and are present simultaneously: tidal elevation, wave characteristics, currents, .. our knowledge of the physical processes is limited Wave Climate in Coastal Areas: Wave Climate in Coastal Areas extreme waves depends on water level (joint probability of waves, tide and surge) single wave will depend on spectral composition and local bathymetry average wave climate for coastal erosion models; joint probability with water level Need for statistics: Need for statistics what do we do with the measurement and the model data in order to get design values ? what is the uncertainty including model uncertainty ?Climate change: Climate change sea level rise ? change in storm patterns? … Slide36: SWAN MODEL IMPLEMENTATION Belgian coast 39 km 126 kmand we still want to do more with spectral wave models: and we still want to do more with spectral wave models Slide39: Forecasts and Statistics of Rogue Waves Investigation of Accidents due to Rogue Waves EU Project MaxWave http://w3g.gkss.de/projects/maxwave/LOCATIONS: LOCATIONS Zeebrugge Measurement Site: WaveRider I WaveRider II Two additional buoys: A2B and BVH (limited no. of parameters stored)EXTREME WAVES:: Assumption for extreme waves: all waves exceeding twice the significant wave height (Ochi, 1995). ~1 wave on 7000 satisfy: EXTREME WAVES:Slide42: D15: Cumulative Ocean maps for the risk of freak waves encounter Ship Density Ship Accident Risk Ship Tonnage Seasonal Distribution of Accidents Ocean Currents Sea-State As single parameter As combination of parameters Thematic Maps Slide43: Shipping Accidents due to Bad Weather Analysis of the Related Sea-States Comparison with Wave Climate Ship Accidents Database: Ship Accidents Database Shipping accidents reported as being due to bad weather by the Lloyd’s Marine Information Service (period 1995-1999). The database includes: Time Only the day Location Only 270 cases have known latitude and longitude Ship type Ship age Accident typeSea-State Parameters: Sea-State Parameters Sea-state parameters are from ERA-40 archive ECMWF Re-Analysis provides the global analysis of the state of the atmosphere, land, and sea conditions in the period from mid-1957 to 2001 The wave model resolution is 1.5°X1.5°. The model is intended for deep water The ECMWF ERA-40 archive provides 4 data sets per day (0, 6, 12, 18 UTC). Therefore three days were investigated for each case, to avoid the time lag. Wave parameters used for the analysis:Ship Accidents vs. Sea-States: Ship Accidents vs. Sea-States Significant wave height Mean directions spread vs. Hm0 Steepness vs. Hm0Wave Climate and Accidents: Wave Climate and Accidents Significant Wave HeightWave Climate and Accidents: Wave Climate and Accidents Wave PeriodWave Climate and Accidents: Wave Climate and Accidents Wave Steepness You do not have the permission to view this presentation. In order to view it, please contact the author of the presentation.
monbaliu Abigail Download Post to : URL : Related Presentations : Share Add to Flag Embed Email Send to Blogs and Networks Add to Channel Uploaded from authorPOINTLite Insert YouTube videos in PowerPont slides with aS Desktop Copy embed code: (To copy code, click on the text box) Embed: URL: Thumbnail: WordPress Embed Customize Embed The presentation is successfully added In Your Favorites. Views: 105 Category: Entertainment License: All Rights Reserved Like it (0) Dislike it (0) Added: November 07, 2007 This Presentation is Public Favorites: 0 Presentation Description No description available. Comments Posting comment... Premium member Presentation Transcript Spectral Wave Modelingin Coastal Areasfor Wave Climate Studies: Spectral Wave Modeling in Coastal Areas for Wave Climate Studies Slide2: SWAN MODEL IMPLEMENTATION Belgian coast 39 km 126 kmSPECTRAL WAVE MODELS: SPECTRAL WAVE MODELS The action density N is conserved in water with slowly varying depth h and current U Source terms described explicitlyJONSWAP experiment: JONSWAP experimentSlide7: The WAMC4 Modelwind input: wind input WAM Cycle 3 whitecap dissipation: whitecap dissipation WAM Cycle 3Slide10: quadruplet interactions DIA- approachbottom friction: bottom friction JONSWAP model~1990-~20..: ~1990-~20.. shallow water spectral wave modelingSlide13: (after Battjes, 1994)Slide14: increased complexity ! source terms shallow water coupling data assimilation …wind input: wind input and what with wind input on swell waves ?whitecap dissipation: whitecap dissipation whitecap dissipation in the presence of swell waves ?quadruplets: quadruplets DIA and what with quadruplets in shallow water ?bottom friction: bottom friction JONSWAP model Madsen’s model Collins’ model Weber’s modelnon-linear interactionstriads: non-linear interactions triads main problem : harmonics created but not releaseddepth induced breaking: depth induced breaking two tuning parameters: br : some tuning constant (~1) Hmax = h distribrution over frequency space ? shoaling + refraction: shoaling + refraction well known from theoretical considerations high directional resolution needed BUT ...Slide22: stability in time of bottom topographycoupling with tide/surge model: coupling with tide/surge modelSlide28: The WAMC4 ModelSlide29: The Tide/Surge ModelSlide30: Grid Set-up - North Sea Experimentinfluence of currents on waves: influence of currents on waves Summary: Summary many variables become important and are present simultaneously: tidal elevation, wave characteristics, currents, .. our knowledge of the physical processes is limited Wave Climate in Coastal Areas: Wave Climate in Coastal Areas extreme waves depends on water level (joint probability of waves, tide and surge) single wave will depend on spectral composition and local bathymetry average wave climate for coastal erosion models; joint probability with water level Need for statistics: Need for statistics what do we do with the measurement and the model data in order to get design values ? what is the uncertainty including model uncertainty ?Climate change: Climate change sea level rise ? change in storm patterns? … Slide36: SWAN MODEL IMPLEMENTATION Belgian coast 39 km 126 kmand we still want to do more with spectral wave models: and we still want to do more with spectral wave models Slide39: Forecasts and Statistics of Rogue Waves Investigation of Accidents due to Rogue Waves EU Project MaxWave http://w3g.gkss.de/projects/maxwave/LOCATIONS: LOCATIONS Zeebrugge Measurement Site: WaveRider I WaveRider II Two additional buoys: A2B and BVH (limited no. of parameters stored)EXTREME WAVES:: Assumption for extreme waves: all waves exceeding twice the significant wave height (Ochi, 1995). ~1 wave on 7000 satisfy: EXTREME WAVES:Slide42: D15: Cumulative Ocean maps for the risk of freak waves encounter Ship Density Ship Accident Risk Ship Tonnage Seasonal Distribution of Accidents Ocean Currents Sea-State As single parameter As combination of parameters Thematic Maps Slide43: Shipping Accidents due to Bad Weather Analysis of the Related Sea-States Comparison with Wave Climate Ship Accidents Database: Ship Accidents Database Shipping accidents reported as being due to bad weather by the Lloyd’s Marine Information Service (period 1995-1999). The database includes: Time Only the day Location Only 270 cases have known latitude and longitude Ship type Ship age Accident typeSea-State Parameters: Sea-State Parameters Sea-state parameters are from ERA-40 archive ECMWF Re-Analysis provides the global analysis of the state of the atmosphere, land, and sea conditions in the period from mid-1957 to 2001 The wave model resolution is 1.5°X1.5°. The model is intended for deep water The ECMWF ERA-40 archive provides 4 data sets per day (0, 6, 12, 18 UTC). Therefore three days were investigated for each case, to avoid the time lag. Wave parameters used for the analysis:Ship Accidents vs. Sea-States: Ship Accidents vs. Sea-States Significant wave height Mean directions spread vs. Hm0 Steepness vs. Hm0Wave Climate and Accidents: Wave Climate and Accidents Significant Wave HeightWave Climate and Accidents: Wave Climate and Accidents Wave PeriodWave Climate and Accidents: Wave Climate and Accidents Wave Steepness