Solitary waves and wave groups at the shore
<p>A significant proportion of the world's population and physical assets are located in low lying coastal zones. Accurate prediction of wave induced run-up and overtopping of sea defences are important in defining the extent and severity of wave action, and in assessing risk to people a...
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| Format: | Thesis |
| Language: | English |
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2011
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| _version_ | 1797070491997962240 |
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| author | Orszaghova, J |
| author2 | Borthwick, A |
| author_facet | Borthwick, A Orszaghova, J |
| author_sort | Orszaghova, J |
| collection | OXFORD |
| description | <p>A significant proportion of the world's population and physical assets are located in low lying coastal zones. Accurate prediction of wave induced run-up and overtopping of sea defences are important in defining the extent and severity of wave action, and in assessing risk to people and property from severe storms and tsunamis.</p><p>This thesis describes a one-dimensional numerical model based on the Boussinesq equations of Madsen and Sorensen (1992) and the non-linear shallow water equations. The model is suitable for simulating propagation of weakly non-linear and weakly dispersive waves from intermediate to zero depth, such that any inundation and/or overtopping caused by the incoming waves is also calculated as part of the simulation. Wave breaking is approximated by locally switching to the non-linear shallow water equations, which can model broken waves as bores. A piston paddle wavemaker is incorporated into the model for complete reproduction of laboratory experiments. A domain mapping technique is used in the vicinity of the paddle to transform a time-varying domain into a fixed domain, so that the governing equations can be more readily solved.</p><p>First, various aspects of the numerical model are verified against known analytical and newly derived semi-analytical solutions. The complete model is then validated with laboratory measurements of run-up and overtopping involving solitary waves. NewWave focused wave groups, which give the expected shape of extreme wave events in a linear random sea, are used for further validation. Simulations of experiments of wave group run-up on a plane beach yield very good agreement with the measured run-up distances and free surface time series. Wave-by-wave overtopping induced by focused wave groups is also successfully simulated with the model, with satisfactory agreement between the experimental and the predicted overtopping volumes. Repeated simulations, now driven by second order paddle displacement signals, give insight into second order error waves spuriously generated by using paddle signals derived from linear theory. Separation of harmonics reveals that the long error wave is significantly affecting the wave group shape and leading to enhanced runu-up distances and overtopping volumes. An extensive parameter study is carried out using the numerical model investigating the influence on wave group run-up of linear wave amplitude at focus, linear focus location, and wave group phase at focus. For a given amplitude, both the phase and the focus location significantly affect the wave group run-up. It is also found that the peak optimised run-up increases with the wave amplitude, but wave breaking becomes an inhibiting factor for larger waves. This methodology is proposed for extreme storm wave induced run-up analysis.</p> |
| first_indexed | 2024-03-06T22:39:38Z |
| format | Thesis |
| id | oxford-uuid:5b168bdc-4956-4152-a303-b23a6067bf42 |
| institution | University of Oxford |
| language | English |
| last_indexed | 2024-03-06T22:39:38Z |
| publishDate | 2011 |
| record_format | dspace |
| spelling | oxford-uuid:5b168bdc-4956-4152-a303-b23a6067bf422022-03-26T17:20:00ZSolitary waves and wave groups at the shoreThesishttp://purl.org/coar/resource_type/c_db06uuid:5b168bdc-4956-4152-a303-b23a6067bf42Mathematical modeling (engineering)Dynamics and ocean and coastal engineeringOcean and coastal engineeringEnglishOxford University Research Archive - Valet2011Orszaghova, JBorthwick, ATaylor, P<p>A significant proportion of the world's population and physical assets are located in low lying coastal zones. Accurate prediction of wave induced run-up and overtopping of sea defences are important in defining the extent and severity of wave action, and in assessing risk to people and property from severe storms and tsunamis.</p><p>This thesis describes a one-dimensional numerical model based on the Boussinesq equations of Madsen and Sorensen (1992) and the non-linear shallow water equations. The model is suitable for simulating propagation of weakly non-linear and weakly dispersive waves from intermediate to zero depth, such that any inundation and/or overtopping caused by the incoming waves is also calculated as part of the simulation. Wave breaking is approximated by locally switching to the non-linear shallow water equations, which can model broken waves as bores. A piston paddle wavemaker is incorporated into the model for complete reproduction of laboratory experiments. A domain mapping technique is used in the vicinity of the paddle to transform a time-varying domain into a fixed domain, so that the governing equations can be more readily solved.</p><p>First, various aspects of the numerical model are verified against known analytical and newly derived semi-analytical solutions. The complete model is then validated with laboratory measurements of run-up and overtopping involving solitary waves. NewWave focused wave groups, which give the expected shape of extreme wave events in a linear random sea, are used for further validation. Simulations of experiments of wave group run-up on a plane beach yield very good agreement with the measured run-up distances and free surface time series. Wave-by-wave overtopping induced by focused wave groups is also successfully simulated with the model, with satisfactory agreement between the experimental and the predicted overtopping volumes. Repeated simulations, now driven by second order paddle displacement signals, give insight into second order error waves spuriously generated by using paddle signals derived from linear theory. Separation of harmonics reveals that the long error wave is significantly affecting the wave group shape and leading to enhanced runu-up distances and overtopping volumes. An extensive parameter study is carried out using the numerical model investigating the influence on wave group run-up of linear wave amplitude at focus, linear focus location, and wave group phase at focus. For a given amplitude, both the phase and the focus location significantly affect the wave group run-up. It is also found that the peak optimised run-up increases with the wave amplitude, but wave breaking becomes an inhibiting factor for larger waves. This methodology is proposed for extreme storm wave induced run-up analysis.</p> |
| spellingShingle | Mathematical modeling (engineering) Dynamics and ocean and coastal engineering Ocean and coastal engineering Orszaghova, J Solitary waves and wave groups at the shore |
| title | Solitary waves and wave groups at the shore |
| title_full | Solitary waves and wave groups at the shore |
| title_fullStr | Solitary waves and wave groups at the shore |
| title_full_unstemmed | Solitary waves and wave groups at the shore |
| title_short | Solitary waves and wave groups at the shore |
| title_sort | solitary waves and wave groups at the shore |
| topic | Mathematical modeling (engineering) Dynamics and ocean and coastal engineering Ocean and coastal engineering |
| work_keys_str_mv | AT orszaghovaj solitarywavesandwavegroupsattheshore |