Development of a new significant wave height and dominant wave period parameterization scheme. (1st May 2017)
- Record Type:
- Journal Article
- Title:
- Development of a new significant wave height and dominant wave period parameterization scheme. (1st May 2017)
- Main Title:
- Development of a new significant wave height and dominant wave period parameterization scheme
- Authors:
- Wang, Chendi
Fei, Jianfang
Ding, Juli
Hu, Ruiqing
Huang, Xiaogang
Cheng, Xiaoping - Abstract:
- Abstract: Ocean waves generally mix with wind waves and swell, of which only wind waves depend on the local wind field. Using 15 years of hourly observational wind-wave data from eight buoys off the northwest coast of the United States (US), the authors develop a new significant wave height ( H s ) and dominant wave period ( T p ) scheme (termed as WHP) for open oceans. This scheme relies only on the properties that a single atmospheric model can provide: H s = 0.0143 U 10 2 + 0.9626, H * = 0.0628 T * 3 / 2 where U 10 is the wind speed at a reference height of 10 m, H * is the dimensionless wave height, and T * is the dimensionless wave period. This relation is fitted to U 10 values between 4 and 25 m s −1 . Comparison results show that the WHP scheme gives an almost best performance in predicting H s and T p for the open oceans across different regions. In addition to wind speed, considering the influence of wind direction and stability of the air/sea boundary layer is necessary for wind-wave prediction in coastal areas. Data from the Coupled Boundary Layers and Air–Sea Transfer experiment in LOW winds (CBLAST-LOW) and coastal buoys demonstrate that the effects of the wind direction and stability on H s and T p are significant for shallow water; with an increase in water depth, such impacts gradually decrease. Parameterizations for coastal wind waves are also investigated in this paper in Eqs.(19)–(31) . Highlights: A new H s and T p scheme is developed that only relies onAbstract: Ocean waves generally mix with wind waves and swell, of which only wind waves depend on the local wind field. Using 15 years of hourly observational wind-wave data from eight buoys off the northwest coast of the United States (US), the authors develop a new significant wave height ( H s ) and dominant wave period ( T p ) scheme (termed as WHP) for open oceans. This scheme relies only on the properties that a single atmospheric model can provide: H s = 0.0143 U 10 2 + 0.9626, H * = 0.0628 T * 3 / 2 where U 10 is the wind speed at a reference height of 10 m, H * is the dimensionless wave height, and T * is the dimensionless wave period. This relation is fitted to U 10 values between 4 and 25 m s −1 . Comparison results show that the WHP scheme gives an almost best performance in predicting H s and T p for the open oceans across different regions. In addition to wind speed, considering the influence of wind direction and stability of the air/sea boundary layer is necessary for wind-wave prediction in coastal areas. Data from the Coupled Boundary Layers and Air–Sea Transfer experiment in LOW winds (CBLAST-LOW) and coastal buoys demonstrate that the effects of the wind direction and stability on H s and T p are significant for shallow water; with an increase in water depth, such impacts gradually decrease. Parameterizations for coastal wind waves are also investigated in this paper in Eqs.(19)–(31) . Highlights: A new H s and T p scheme is developed that only relies on 10-m wind speeds for open ocean wind waves (termed WHP). A new H s and T p scheme is developed that relies on U 10, wind direction and Rb for coastal wind waves (termed CWHP). WHP and CWHP overall provide a better description of H s and T p for open ocean and coastal wind waves, respectively. They fulfill our requirement to consider the wind-wave effects in a single atmospheric model. … (more)
- Is Part Of:
- Ocean engineering. Volume 135(2017)
- Journal:
- Ocean engineering
- Issue:
- Volume 135(2017)
- Issue Display:
- Volume 135, Issue 2017 (2017)
- Year:
- 2017
- Volume:
- 135
- Issue:
- 2017
- Issue Sort Value:
- 2017-0135-2017-0000
- Page Start:
- 170
- Page End:
- 182
- Publication Date:
- 2017-05-01
- Subjects:
- Buoy data -- Significant wave height -- Dominant wave period -- Wind-wave
Ocean engineering -- Periodicals
Ocean engineering
Periodicals
620.4162 - Journal URLs:
- http://www.sciencedirect.com/science/journal/00298018 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.oceaneng.2017.02.017 ↗
- Languages:
- English
- ISSNs:
- 0029-8018
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 6231.280000
British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 642.xml