Key Performance Indicators for the Upgrade of Existing Coastal Defense Structures
Due to the effects of climate change on the sea levels and on the frequency and intensity of extreme weather events, many coastal defense structures are expected to be exposed to increased loads with respect to their design conditions in the near future and need to be upgraded. Often, several design...
Ausführliche Beschreibung
Autor*in: |
Sara Mizar Formentin [verfasserIn] |
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Format: |
E-Artikel |
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Sprache: |
Englisch |
Erschienen: |
2021 |
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Übergeordnetes Werk: |
In: Journal of Marine Science and Engineering - MDPI AG, 2014, 9(2021), 9, p 994 |
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Übergeordnetes Werk: |
volume:9 ; year:2021 ; number:9, p 994 |
Links: |
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DOI / URN: |
10.3390/jmse9090994 |
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Katalog-ID: |
DOAJ061744883 |
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10.3390/jmse9090994 doi (DE-627)DOAJ061744883 (DE-599)DOAJa5fde9d0def74fe3ba599b187fe00b81 DE-627 ger DE-627 rakwb eng VM1-989 GC1-1581 Sara Mizar Formentin verfasserin aut Key Performance Indicators for the Upgrade of Existing Coastal Defense Structures 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Due to the effects of climate change on the sea levels and on the frequency and intensity of extreme weather events, many coastal defense structures are expected to be exposed to increased loads with respect to their design conditions in the near future and need to be upgraded. Often, several design alternatives are available, and the identification of the ideal solution is not straightforward. Solutions that are effective in reducing overtopping and ensuring hydraulic safety may reduce or compromise the structural performance. Solutions that are both hydraulically and structurally effective may be extremely expensive and/or environmentally harmful. Using consolidated techniques of Multi-criteria analysis, this contribution proposes a simple methodology to consistently compare and rank the performance of several alternative approaches to upgrade existing structures, and to individuate the best solution. The proposed methodology consists of Key Performance Indicators (KPIs) of alternative solutions of upgrades, considering the reduction in the wave overtopping discharge (<i<q</i<) and the wave forces (<i<F</i<) by limiting costs and environmental impact. The definition of the KPIs was developed on the basis of new experimental data of <i<q</i< and <i<F</i< at dikes with crown walls and parapets, but it can be applied to various structure types, sea levels, and wave conditions. The application of the KPIs to the new experiments prompts a few conclusions of practical utility concerning the effectiveness of berms, crown walls, and parapets as elements to upgrade existing dikes. wave overtopping wave loads environmental impact costs integrated assessment crown wall Naval architecture. Shipbuilding. Marine engineering Oceanography In Journal of Marine Science and Engineering MDPI AG, 2014 9(2021), 9, p 994 (DE-627)771274181 (DE-600)2738390-8 20771312 nnns volume:9 year:2021 number:9, p 994 https://doi.org/10.3390/jmse9090994 kostenfrei https://doaj.org/article/a5fde9d0def74fe3ba599b187fe00b81 kostenfrei https://www.mdpi.com/2077-1312/9/9/994 kostenfrei https://doaj.org/toc/2077-1312 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 9 2021 9, p 994 |
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10.3390/jmse9090994 doi (DE-627)DOAJ061744883 (DE-599)DOAJa5fde9d0def74fe3ba599b187fe00b81 DE-627 ger DE-627 rakwb eng VM1-989 GC1-1581 Sara Mizar Formentin verfasserin aut Key Performance Indicators for the Upgrade of Existing Coastal Defense Structures 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Due to the effects of climate change on the sea levels and on the frequency and intensity of extreme weather events, many coastal defense structures are expected to be exposed to increased loads with respect to their design conditions in the near future and need to be upgraded. Often, several design alternatives are available, and the identification of the ideal solution is not straightforward. Solutions that are effective in reducing overtopping and ensuring hydraulic safety may reduce or compromise the structural performance. Solutions that are both hydraulically and structurally effective may be extremely expensive and/or environmentally harmful. Using consolidated techniques of Multi-criteria analysis, this contribution proposes a simple methodology to consistently compare and rank the performance of several alternative approaches to upgrade existing structures, and to individuate the best solution. The proposed methodology consists of Key Performance Indicators (KPIs) of alternative solutions of upgrades, considering the reduction in the wave overtopping discharge (<i<q</i<) and the wave forces (<i<F</i<) by limiting costs and environmental impact. The definition of the KPIs was developed on the basis of new experimental data of <i<q</i< and <i<F</i< at dikes with crown walls and parapets, but it can be applied to various structure types, sea levels, and wave conditions. The application of the KPIs to the new experiments prompts a few conclusions of practical utility concerning the effectiveness of berms, crown walls, and parapets as elements to upgrade existing dikes. wave overtopping wave loads environmental impact costs integrated assessment crown wall Naval architecture. Shipbuilding. Marine engineering Oceanography In Journal of Marine Science and Engineering MDPI AG, 2014 9(2021), 9, p 994 (DE-627)771274181 (DE-600)2738390-8 20771312 nnns volume:9 year:2021 number:9, p 994 https://doi.org/10.3390/jmse9090994 kostenfrei https://doaj.org/article/a5fde9d0def74fe3ba599b187fe00b81 kostenfrei https://www.mdpi.com/2077-1312/9/9/994 kostenfrei https://doaj.org/toc/2077-1312 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 9 2021 9, p 994 |
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Key Performance Indicators for the Upgrade of Existing Coastal Defense Structures |
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Due to the effects of climate change on the sea levels and on the frequency and intensity of extreme weather events, many coastal defense structures are expected to be exposed to increased loads with respect to their design conditions in the near future and need to be upgraded. Often, several design alternatives are available, and the identification of the ideal solution is not straightforward. Solutions that are effective in reducing overtopping and ensuring hydraulic safety may reduce or compromise the structural performance. Solutions that are both hydraulically and structurally effective may be extremely expensive and/or environmentally harmful. Using consolidated techniques of Multi-criteria analysis, this contribution proposes a simple methodology to consistently compare and rank the performance of several alternative approaches to upgrade existing structures, and to individuate the best solution. The proposed methodology consists of Key Performance Indicators (KPIs) of alternative solutions of upgrades, considering the reduction in the wave overtopping discharge (<i<q</i<) and the wave forces (<i<F</i<) by limiting costs and environmental impact. The definition of the KPIs was developed on the basis of new experimental data of <i<q</i< and <i<F</i< at dikes with crown walls and parapets, but it can be applied to various structure types, sea levels, and wave conditions. The application of the KPIs to the new experiments prompts a few conclusions of practical utility concerning the effectiveness of berms, crown walls, and parapets as elements to upgrade existing dikes. |
abstractGer |
Due to the effects of climate change on the sea levels and on the frequency and intensity of extreme weather events, many coastal defense structures are expected to be exposed to increased loads with respect to their design conditions in the near future and need to be upgraded. Often, several design alternatives are available, and the identification of the ideal solution is not straightforward. Solutions that are effective in reducing overtopping and ensuring hydraulic safety may reduce or compromise the structural performance. Solutions that are both hydraulically and structurally effective may be extremely expensive and/or environmentally harmful. Using consolidated techniques of Multi-criteria analysis, this contribution proposes a simple methodology to consistently compare and rank the performance of several alternative approaches to upgrade existing structures, and to individuate the best solution. The proposed methodology consists of Key Performance Indicators (KPIs) of alternative solutions of upgrades, considering the reduction in the wave overtopping discharge (<i<q</i<) and the wave forces (<i<F</i<) by limiting costs and environmental impact. The definition of the KPIs was developed on the basis of new experimental data of <i<q</i< and <i<F</i< at dikes with crown walls and parapets, but it can be applied to various structure types, sea levels, and wave conditions. The application of the KPIs to the new experiments prompts a few conclusions of practical utility concerning the effectiveness of berms, crown walls, and parapets as elements to upgrade existing dikes. |
abstract_unstemmed |
Due to the effects of climate change on the sea levels and on the frequency and intensity of extreme weather events, many coastal defense structures are expected to be exposed to increased loads with respect to their design conditions in the near future and need to be upgraded. Often, several design alternatives are available, and the identification of the ideal solution is not straightforward. Solutions that are effective in reducing overtopping and ensuring hydraulic safety may reduce or compromise the structural performance. Solutions that are both hydraulically and structurally effective may be extremely expensive and/or environmentally harmful. Using consolidated techniques of Multi-criteria analysis, this contribution proposes a simple methodology to consistently compare and rank the performance of several alternative approaches to upgrade existing structures, and to individuate the best solution. The proposed methodology consists of Key Performance Indicators (KPIs) of alternative solutions of upgrades, considering the reduction in the wave overtopping discharge (<i<q</i<) and the wave forces (<i<F</i<) by limiting costs and environmental impact. The definition of the KPIs was developed on the basis of new experimental data of <i<q</i< and <i<F</i< at dikes with crown walls and parapets, but it can be applied to various structure types, sea levels, and wave conditions. The application of the KPIs to the new experiments prompts a few conclusions of practical utility concerning the effectiveness of berms, crown walls, and parapets as elements to upgrade existing dikes. |
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