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Flood hazard assessment from storm tides, rain and sea level rise for a tidal river estuary
Cities and towns along the tidal Hudson River are highly vulnerable to flooding through the combination of storm tides and high streamflows, compounded by sea level rise. Here a three-dimensional hydrodynamic model, validated by comparing peak water levels for 76 historical storms, is applied in a p...
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Published in: | Natural hazards (Dordrecht) 2020-06, Vol.102 (2), p.729-757 |
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description | Cities and towns along the tidal Hudson River are highly vulnerable to flooding through the combination of storm tides and high streamflows, compounded by sea level rise. Here a three-dimensional hydrodynamic model, validated by comparing peak water levels for 76 historical storms, is applied in a probabilistic flood hazard assessment. In simulations, the model merges streamflows and storm tides from tropical cyclones (TCs), offshore extratropical cyclones (ETCs) and inland “wet extratropical” cyclones (WETCs). The climatology of possible ETC and WETC storm events is represented by historical events (1931–2013), and simulations include gauged streamflows and inferred ungauged streamflows (based on watershed area) for the Hudson River and its tributaries. The TC climatology is created using a stochastic statistical model to represent a wider range of storms than is contained in the historical record. TC streamflow hydrographs are simulated for tributaries spaced along the Hudson, modeled as a function of TC attributes (storm track, sea surface temperature, maximum wind speed) using a statistical Bayesian approach. Results show WETCs are important to flood risk in the upper tidal river (e.g., Albany, New York), ETCs are important in the estuary (e.g., New York City) and lower tidal river, and TCs are important at all locations due to their potential for both high surge and extreme rainfall. The raising of floods by sea level rise is shown to be reduced by ~ 30–60% at Albany due to the dominance of streamflow for flood risk. This can be explained with simple channel flow dynamics, in which increased depth throughout the river reduces frictional resistance, thereby reducing the water level slope and the upriver water level. |
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M. ; Conticello, F. R. ; Cioffi, F. ; Hall, T. M. ; Georgas, N. ; Lall, U. ; Blumberg, A. F. ; MacManus, K.</creator><creatorcontrib>Orton, P. M. ; Conticello, F. R. ; Cioffi, F. ; Hall, T. M. ; Georgas, N. ; Lall, U. ; Blumberg, A. F. ; MacManus, K.</creatorcontrib><description>Cities and towns along the tidal Hudson River are highly vulnerable to flooding through the combination of storm tides and high streamflows, compounded by sea level rise. Here a three-dimensional hydrodynamic model, validated by comparing peak water levels for 76 historical storms, is applied in a probabilistic flood hazard assessment. In simulations, the model merges streamflows and storm tides from tropical cyclones (TCs), offshore extratropical cyclones (ETCs) and inland “wet extratropical” cyclones (WETCs). The climatology of possible ETC and WETC storm events is represented by historical events (1931–2013), and simulations include gauged streamflows and inferred ungauged streamflows (based on watershed area) for the Hudson River and its tributaries. The TC climatology is created using a stochastic statistical model to represent a wider range of storms than is contained in the historical record. TC streamflow hydrographs are simulated for tributaries spaced along the Hudson, modeled as a function of TC attributes (storm track, sea surface temperature, maximum wind speed) using a statistical Bayesian approach. Results show WETCs are important to flood risk in the upper tidal river (e.g., Albany, New York), ETCs are important in the estuary (e.g., New York City) and lower tidal river, and TCs are important at all locations due to their potential for both high surge and extreme rainfall. The raising of floods by sea level rise is shown to be reduced by ~ 30–60% at Albany due to the dominance of streamflow for flood risk. 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M.</creatorcontrib><creatorcontrib>Conticello, F. R.</creatorcontrib><creatorcontrib>Cioffi, F.</creatorcontrib><creatorcontrib>Hall, T. M.</creatorcontrib><creatorcontrib>Georgas, N.</creatorcontrib><creatorcontrib>Lall, U.</creatorcontrib><creatorcontrib>Blumberg, A. F.</creatorcontrib><creatorcontrib>MacManus, K.</creatorcontrib><title>Flood hazard assessment from storm tides, rain and sea level rise for a tidal river estuary</title><title>Natural hazards (Dordrecht)</title><addtitle>Nat Hazards</addtitle><description>Cities and towns along the tidal Hudson River are highly vulnerable to flooding through the combination of storm tides and high streamflows, compounded by sea level rise. Here a three-dimensional hydrodynamic model, validated by comparing peak water levels for 76 historical storms, is applied in a probabilistic flood hazard assessment. In simulations, the model merges streamflows and storm tides from tropical cyclones (TCs), offshore extratropical cyclones (ETCs) and inland “wet extratropical” cyclones (WETCs). The climatology of possible ETC and WETC storm events is represented by historical events (1931–2013), and simulations include gauged streamflows and inferred ungauged streamflows (based on watershed area) for the Hudson River and its tributaries. The TC climatology is created using a stochastic statistical model to represent a wider range of storms than is contained in the historical record. TC streamflow hydrographs are simulated for tributaries spaced along the Hudson, modeled as a function of TC attributes (storm track, sea surface temperature, maximum wind speed) using a statistical Bayesian approach. Results show WETCs are important to flood risk in the upper tidal river (e.g., Albany, New York), ETCs are important in the estuary (e.g., New York City) and lower tidal river, and TCs are important at all locations due to their potential for both high surge and extreme rainfall. The raising of floods by sea level rise is shown to be reduced by ~ 30–60% at Albany due to the dominance of streamflow for flood risk. This can be explained with simple channel flow dynamics, in which increased depth throughout the river reduces frictional resistance, thereby reducing the water level slope and the upriver water level.</description><subject>Bayesian analysis</subject><subject>Channel flow</subject><subject>Civil Engineering</subject><subject>Climate</subject><subject>Climatology</subject><subject>Computer simulation</subject><subject>Cyclones</subject><subject>Dynamics</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Environmental Management</subject><subject>Environmental risk</subject><subject>Estuaries</subject><subject>Estuarine dynamics</subject><subject>Extratropical cyclones</subject><subject>Extreme weather</subject><subject>Flood hazards</subject><subject>Flood insurance</subject><subject>Flood risk</subject><subject>Flooding</subject><subject>Floods</subject><subject>Friction resistance</subject><subject>Geophysics/Geodesy</subject><subject>Geotechnical Engineering & Applied Earth Sciences</subject><subject>Hazard assessment</subject><subject>Hurricanes</subject><subject>Hydrodynamic models</subject><subject>Hydrodynamics</subject><subject>Hydrogeology</subject><subject>Mathematical models</subject><subject>Natural Hazards</subject><subject>Offshore</subject><subject>Original Paper</subject><subject>Probability theory</subject><subject>Rain</subject><subject>Rainfall</subject><subject>Rivers</subject><subject>Sea level</subject><subject>Sea level rise</subject><subject>Sea surface</subject><subject>Sea surface temperature</subject><subject>Statistical analysis</subject><subject>Stochasticity</subject><subject>Storm surges</subject><subject>Storm tides</subject><subject>Storms</subject><subject>Stream discharge</subject><subject>Stream flow</subject><subject>Surface temperature</subject><subject>Three dimensional models</subject><subject>Tidal rivers</subject><subject>Tides</subject><subject>Tributaries</subject><subject>Tropical cyclones</subject><subject>Water depth</subject><subject>Water levels</subject><subject>Water resistance</subject><subject>Watersheds</subject><subject>Wind speed</subject><issn>0921-030X</issn><issn>1573-0840</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><recordid>eNp1kE9LxDAQxYMouP75AN4CXo3OJG3aHmVxVVjwoiB4CGk61S7bZk26y-qnt6WCJ08Dw--9N_MYu0C4RoDsJiKCLgRgLpRMUewP2AzTTAnIEzhkMygkClDwesxOYlwBIGpZzNjbYu19xT_stw0VtzFSjC11Pa-Db3nsfWh531QUr3iwTcdtV_FIlq9pR2semki89oHbEbLjYkeBU-y3NnydsaPariOd_85T9rK4e54_iOXT_eP8dimcQt0LRRoht6VUJVCa5GSdA4DSqrRClzkqMwlay7osXZlQIXPtUkjAVi5FKWt1yi4n303wn9sh3Kz8NnRDpJGAaar18OtA4US54GMMVJtNaNrhTINgxg7N1KEZOjRjh2Y_aOSkiQPbvVP4c_5f9AP9IHUc</recordid><startdate>20200601</startdate><enddate>20200601</enddate><creator>Orton, P. 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M.</au><au>Conticello, F. R.</au><au>Cioffi, F.</au><au>Hall, T. M.</au><au>Georgas, N.</au><au>Lall, U.</au><au>Blumberg, A. F.</au><au>MacManus, K.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Flood hazard assessment from storm tides, rain and sea level rise for a tidal river estuary</atitle><jtitle>Natural hazards (Dordrecht)</jtitle><stitle>Nat Hazards</stitle><date>2020-06-01</date><risdate>2020</risdate><volume>102</volume><issue>2</issue><spage>729</spage><epage>757</epage><pages>729-757</pages><issn>0921-030X</issn><eissn>1573-0840</eissn><abstract>Cities and towns along the tidal Hudson River are highly vulnerable to flooding through the combination of storm tides and high streamflows, compounded by sea level rise. Here a three-dimensional hydrodynamic model, validated by comparing peak water levels for 76 historical storms, is applied in a probabilistic flood hazard assessment. In simulations, the model merges streamflows and storm tides from tropical cyclones (TCs), offshore extratropical cyclones (ETCs) and inland “wet extratropical” cyclones (WETCs). The climatology of possible ETC and WETC storm events is represented by historical events (1931–2013), and simulations include gauged streamflows and inferred ungauged streamflows (based on watershed area) for the Hudson River and its tributaries. The TC climatology is created using a stochastic statistical model to represent a wider range of storms than is contained in the historical record. TC streamflow hydrographs are simulated for tributaries spaced along the Hudson, modeled as a function of TC attributes (storm track, sea surface temperature, maximum wind speed) using a statistical Bayesian approach. Results show WETCs are important to flood risk in the upper tidal river (e.g., Albany, New York), ETCs are important in the estuary (e.g., New York City) and lower tidal river, and TCs are important at all locations due to their potential for both high surge and extreme rainfall. The raising of floods by sea level rise is shown to be reduced by ~ 30–60% at Albany due to the dominance of streamflow for flood risk. This can be explained with simple channel flow dynamics, in which increased depth throughout the river reduces frictional resistance, thereby reducing the water level slope and the upriver water level.</abstract><cop>Dordrecht</cop><pub>Springer Netherlands</pub><doi>10.1007/s11069-018-3251-x</doi><tpages>29</tpages><orcidid>https://orcid.org/0000-0003-3708-5661</orcidid></addata></record> |
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subjects | Bayesian analysis Channel flow Civil Engineering Climate Climatology Computer simulation Cyclones Dynamics Earth and Environmental Science Earth Sciences Environmental Management Environmental risk Estuaries Estuarine dynamics Extratropical cyclones Extreme weather Flood hazards Flood insurance Flood risk Flooding Floods Friction resistance Geophysics/Geodesy Geotechnical Engineering & Applied Earth Sciences Hazard assessment Hurricanes Hydrodynamic models Hydrodynamics Hydrogeology Mathematical models Natural Hazards Offshore Original Paper Probability theory Rain Rainfall Rivers Sea level Sea level rise Sea surface Sea surface temperature Statistical analysis Stochasticity Storm surges Storm tides Storms Stream discharge Stream flow Surface temperature Three dimensional models Tidal rivers Tides Tributaries Tropical cyclones Water depth Water levels Water resistance Watersheds Wind speed |
title | Flood hazard assessment from storm tides, rain and sea level rise for a tidal river estuary |
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