A multi-scale ensemble-based framework for forecasting compound coastal-riverine flooding: The Hackensack-Passaic watershed and Newark Bay
•Coastal-hydrologic compound flooding.•Importance of integrating multi-scale and cross-sectoral components of the hydrosystem.•Evaluate how uncertainties from meteorological predictions translate to uncertainties in simulated inundation extents.•Retrospective ensemble-based forecasts of Hurricane Ir...
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Veröffentlicht in: | Advances in water resources 2017-12, Vol.110, p.371-386 |
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creator | Saleh, F. Ramaswamy, V. Wang, Y. Georgas, N. Blumberg, A. Pullen, J. |
description | •Coastal-hydrologic compound flooding.•Importance of integrating multi-scale and cross-sectoral components of the hydrosystem.•Evaluate how uncertainties from meteorological predictions translate to uncertainties in simulated inundation extents.•Retrospective ensemble-based forecasts of Hurricane Irene and Sandy using GEFS.
Estuarine regions can experience compound impacts from coastal storm surge and riverine flooding. The challenges in forecasting flooding in such areas are multi-faceted due to uncertainties associated with meteorological drivers and interactions between hydrological and coastal processes. The objective of this work is to evaluate how uncertainties from meteorological predictions propagate through an ensemble-based flood prediction framework and translate into uncertainties in simulated inundation extents.
A multi-scale framework, consisting of hydrologic, coastal and hydrodynamic models, was used to simulate two extreme flood events at the confluence of the Passaic and Hackensack rivers and Newark Bay. The events were Hurricane Irene (2011), a combination of inland flooding and coastal storm surge, and Hurricane Sandy (2012) where coastal storm surge was the dominant component. The hydrodynamic component of the framework was first forced with measured streamflow and ocean water level data to establish baseline inundation extents with the best available forcing data. The coastal and hydrologic models were then forced with meteorological predictions from 21 ensemble members of the Global Ensemble Forecast System (GEFS) to retrospectively represent potential future conditions up to 96 hours prior to the events.
Inundation extents produced by the hydrodynamic model, forced with the 95th percentile of the ensemble-based coastal and hydrologic boundary conditions, were in good agreement with baseline conditions for both events. The USGS reanalysis of Hurricane Sandy inundation extents was encapsulated between the 50th and 95th percentile of the forecasted inundation extents, and that of Hurricane Irene was similar but with caveats associated with data availability and reliability. This work highlights the importance of accounting for meteorological uncertainty to represent a range of possible future inundation extents at high resolution (∼m). |
doi_str_mv | 10.1016/j.advwatres.2017.10.026 |
format | Article |
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Estuarine regions can experience compound impacts from coastal storm surge and riverine flooding. The challenges in forecasting flooding in such areas are multi-faceted due to uncertainties associated with meteorological drivers and interactions between hydrological and coastal processes. The objective of this work is to evaluate how uncertainties from meteorological predictions propagate through an ensemble-based flood prediction framework and translate into uncertainties in simulated inundation extents.
A multi-scale framework, consisting of hydrologic, coastal and hydrodynamic models, was used to simulate two extreme flood events at the confluence of the Passaic and Hackensack rivers and Newark Bay. The events were Hurricane Irene (2011), a combination of inland flooding and coastal storm surge, and Hurricane Sandy (2012) where coastal storm surge was the dominant component. The hydrodynamic component of the framework was first forced with measured streamflow and ocean water level data to establish baseline inundation extents with the best available forcing data. The coastal and hydrologic models were then forced with meteorological predictions from 21 ensemble members of the Global Ensemble Forecast System (GEFS) to retrospectively represent potential future conditions up to 96 hours prior to the events.
Inundation extents produced by the hydrodynamic model, forced with the 95th percentile of the ensemble-based coastal and hydrologic boundary conditions, were in good agreement with baseline conditions for both events. The USGS reanalysis of Hurricane Sandy inundation extents was encapsulated between the 50th and 95th percentile of the forecasted inundation extents, and that of Hurricane Irene was similar but with caveats associated with data availability and reliability. This work highlights the importance of accounting for meteorological uncertainty to represent a range of possible future inundation extents at high resolution (∼m).</description><identifier>ISSN: 0309-1708</identifier><identifier>EISSN: 1872-9657</identifier><identifier>DOI: 10.1016/j.advwatres.2017.10.026</identifier><language>eng</language><publisher>Oxford: Elsevier Ltd</publisher><subject>Atmospheric models ; Boundary conditions ; Brackishwater environment ; Coastal flooding ; Coastal processes ; Coastal storms ; Coastal urban estuary ; Computer simulation ; Confluence ; Data ; Ensemble forecasting ; Ensembles ; Estuaries ; Flood forecasting ; Flood predictions ; Flooding ; Floods ; Forecasting ; Frameworks ; GEFS ; HEC-RAS 2-D ; Hurricanes ; Hydrodynamic modeling ; Hydrodynamic models ; Hydrodynamics ; Hydrologic data ; Hydrologic models ; Hydrology ; Interactions ; Rivers ; sECOM ; Storm surges ; Storms ; Stream discharge ; Stream flow ; Studies ; Uncertainty ; Water flooding ; Water levels ; Watersheds</subject><ispartof>Advances in water resources, 2017-12, Vol.110, p.371-386</ispartof><rights>2017 Elsevier Ltd</rights><rights>Copyright Elsevier Science Ltd. Dec 2017</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c343t-d04f5fb766f0a0f856baa4a66e88fdbe08e6896f6f431dbc6f56853a4f341f983</citedby><cites>FETCH-LOGICAL-c343t-d04f5fb766f0a0f856baa4a66e88fdbe08e6896f6f431dbc6f56853a4f341f983</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0309170817302920$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,776,780,3537,27901,27902,65534</link.rule.ids></links><search><creatorcontrib>Saleh, F.</creatorcontrib><creatorcontrib>Ramaswamy, V.</creatorcontrib><creatorcontrib>Wang, Y.</creatorcontrib><creatorcontrib>Georgas, N.</creatorcontrib><creatorcontrib>Blumberg, A.</creatorcontrib><creatorcontrib>Pullen, J.</creatorcontrib><title>A multi-scale ensemble-based framework for forecasting compound coastal-riverine flooding: The Hackensack-Passaic watershed and Newark Bay</title><title>Advances in water resources</title><description>•Coastal-hydrologic compound flooding.•Importance of integrating multi-scale and cross-sectoral components of the hydrosystem.•Evaluate how uncertainties from meteorological predictions translate to uncertainties in simulated inundation extents.•Retrospective ensemble-based forecasts of Hurricane Irene and Sandy using GEFS.
Estuarine regions can experience compound impacts from coastal storm surge and riverine flooding. The challenges in forecasting flooding in such areas are multi-faceted due to uncertainties associated with meteorological drivers and interactions between hydrological and coastal processes. The objective of this work is to evaluate how uncertainties from meteorological predictions propagate through an ensemble-based flood prediction framework and translate into uncertainties in simulated inundation extents.
A multi-scale framework, consisting of hydrologic, coastal and hydrodynamic models, was used to simulate two extreme flood events at the confluence of the Passaic and Hackensack rivers and Newark Bay. The events were Hurricane Irene (2011), a combination of inland flooding and coastal storm surge, and Hurricane Sandy (2012) where coastal storm surge was the dominant component. The hydrodynamic component of the framework was first forced with measured streamflow and ocean water level data to establish baseline inundation extents with the best available forcing data. The coastal and hydrologic models were then forced with meteorological predictions from 21 ensemble members of the Global Ensemble Forecast System (GEFS) to retrospectively represent potential future conditions up to 96 hours prior to the events.
Inundation extents produced by the hydrodynamic model, forced with the 95th percentile of the ensemble-based coastal and hydrologic boundary conditions, were in good agreement with baseline conditions for both events. The USGS reanalysis of Hurricane Sandy inundation extents was encapsulated between the 50th and 95th percentile of the forecasted inundation extents, and that of Hurricane Irene was similar but with caveats associated with data availability and reliability. This work highlights the importance of accounting for meteorological uncertainty to represent a range of possible future inundation extents at high resolution (∼m).</description><subject>Atmospheric models</subject><subject>Boundary conditions</subject><subject>Brackishwater environment</subject><subject>Coastal flooding</subject><subject>Coastal processes</subject><subject>Coastal storms</subject><subject>Coastal urban estuary</subject><subject>Computer simulation</subject><subject>Confluence</subject><subject>Data</subject><subject>Ensemble forecasting</subject><subject>Ensembles</subject><subject>Estuaries</subject><subject>Flood forecasting</subject><subject>Flood predictions</subject><subject>Flooding</subject><subject>Floods</subject><subject>Forecasting</subject><subject>Frameworks</subject><subject>GEFS</subject><subject>HEC-RAS 2-D</subject><subject>Hurricanes</subject><subject>Hydrodynamic modeling</subject><subject>Hydrodynamic models</subject><subject>Hydrodynamics</subject><subject>Hydrologic data</subject><subject>Hydrologic models</subject><subject>Hydrology</subject><subject>Interactions</subject><subject>Rivers</subject><subject>sECOM</subject><subject>Storm surges</subject><subject>Storms</subject><subject>Stream discharge</subject><subject>Stream flow</subject><subject>Studies</subject><subject>Uncertainty</subject><subject>Water flooding</subject><subject>Water levels</subject><subject>Watersheds</subject><issn>0309-1708</issn><issn>1872-9657</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2017</creationdate><recordtype>article</recordtype><recordid>eNqFkM1uGyEUhVHVSHXdPEORssaB-QEmOzdqkkpR20WyRnfg0uDMDA6MbeUV8tTFctRtF1zQ5ZzD5SPkq-ArwYW83KzA7Q8wJ8yrigtVuiteyQ9kIbSqWCdb9ZEseM07JhTXn8jnnDecc92oakHe1nTcDXNg2cKAFKeMYz8g6yGjoz7BiIeYnqmP6bjQQp7D9IfaOG7jbnLlUDowsBT2mMKE1A8xuiK5og9PSO_APpfQUtlvyBmCpWVWTPmpxEPx_8QDlPxv8PqFnHkYMp6_70vyePP94fqO3f-6_XG9vme2buqZOd741vdKSs-Be93KHqABKVFr73rkGqXupJe-qYXrrfSt1G0Nja8b4TtdL8nFKXeb4ssO82w2cZem8qSpeCU6rZQURaVOKptizgm92aYwQno1gpsjeLMx_8CbI_jjRQFfnOuTE8sn9gGTyTbgZNGFwm82Lob_ZvwFUGCT1A</recordid><startdate>201712</startdate><enddate>201712</enddate><creator>Saleh, F.</creator><creator>Ramaswamy, V.</creator><creator>Wang, Y.</creator><creator>Georgas, N.</creator><creator>Blumberg, A.</creator><creator>Pullen, J.</creator><general>Elsevier Ltd</general><general>Elsevier Science Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7QF</scope><scope>7QH</scope><scope>7QO</scope><scope>7QQ</scope><scope>7SE</scope><scope>7SR</scope><scope>7ST</scope><scope>7T7</scope><scope>7TA</scope><scope>7TG</scope><scope>7UA</scope><scope>8BQ</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>F28</scope><scope>FR3</scope><scope>H8G</scope><scope>H97</scope><scope>JG9</scope><scope>KL.</scope><scope>KR7</scope><scope>L.G</scope><scope>P64</scope><scope>SOI</scope></search><sort><creationdate>201712</creationdate><title>A multi-scale ensemble-based framework for forecasting compound coastal-riverine flooding: The Hackensack-Passaic watershed and Newark Bay</title><author>Saleh, F. ; 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Estuarine regions can experience compound impacts from coastal storm surge and riverine flooding. The challenges in forecasting flooding in such areas are multi-faceted due to uncertainties associated with meteorological drivers and interactions between hydrological and coastal processes. The objective of this work is to evaluate how uncertainties from meteorological predictions propagate through an ensemble-based flood prediction framework and translate into uncertainties in simulated inundation extents.
A multi-scale framework, consisting of hydrologic, coastal and hydrodynamic models, was used to simulate two extreme flood events at the confluence of the Passaic and Hackensack rivers and Newark Bay. The events were Hurricane Irene (2011), a combination of inland flooding and coastal storm surge, and Hurricane Sandy (2012) where coastal storm surge was the dominant component. The hydrodynamic component of the framework was first forced with measured streamflow and ocean water level data to establish baseline inundation extents with the best available forcing data. The coastal and hydrologic models were then forced with meteorological predictions from 21 ensemble members of the Global Ensemble Forecast System (GEFS) to retrospectively represent potential future conditions up to 96 hours prior to the events.
Inundation extents produced by the hydrodynamic model, forced with the 95th percentile of the ensemble-based coastal and hydrologic boundary conditions, were in good agreement with baseline conditions for both events. The USGS reanalysis of Hurricane Sandy inundation extents was encapsulated between the 50th and 95th percentile of the forecasted inundation extents, and that of Hurricane Irene was similar but with caveats associated with data availability and reliability. This work highlights the importance of accounting for meteorological uncertainty to represent a range of possible future inundation extents at high resolution (∼m).</abstract><cop>Oxford</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.advwatres.2017.10.026</doi><tpages>16</tpages></addata></record> |
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subjects | Atmospheric models Boundary conditions Brackishwater environment Coastal flooding Coastal processes Coastal storms Coastal urban estuary Computer simulation Confluence Data Ensemble forecasting Ensembles Estuaries Flood forecasting Flood predictions Flooding Floods Forecasting Frameworks GEFS HEC-RAS 2-D Hurricanes Hydrodynamic modeling Hydrodynamic models Hydrodynamics Hydrologic data Hydrologic models Hydrology Interactions Rivers sECOM Storm surges Storms Stream discharge Stream flow Studies Uncertainty Water flooding Water levels Watersheds |
title | A multi-scale ensemble-based framework for forecasting compound coastal-riverine flooding: The Hackensack-Passaic watershed and Newark Bay |
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