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    Application of the UKCP09 WG Outputs to Assess Performance of Combined Sewers System in a Changing Climate

    Source: Journal of Hydrologic Engineering:;2015:;Volume ( 020 ):;issue: 009
    Author:
    Mawada Abdellatif
    ,
    William Atherton
    ,
    Rafid Alkhaddar
    ,
    Yassin Osman
    DOI: 10.1061/(ASCE)HE.1943-5584.0001129
    Publisher: American Society of Civil Engineers
    Abstract: In many parts of the world, old sewer systems have been designed without consideration for change in climate, so probabilities and risks of sewer surcharge and flooding are elevated due to increase in extreme rainfall events as a consequence of global warming. The current paper is aiming to assess how the climate change on interannual to multidecadal timescale (2020s; 2050s; 2080s) will affect design standards of wastewater networks due to the presumed increase in rainfall intensity and frequency in the Northwest of England area (selected site). Design storms have been analyzed for future rainfall obtained from the UK Climate Projection version 2009 (UKCP09) weather generator (WG), which was applied to the existing urban drainage system to check the level of service in winter and summer seasons. Two emission scenarios (SRES) have been adopted to simulate the greenhouse gas concentration; high scenario (A1FI) and low scenario (B1). Results indicate that the impact of increase in the design storm of the system in winter led to a potential of increase flood volume from manholes and intern basements at risk of flooding with the worst condition associated with 24 h storm in 2080s. Moreover, when this design storm depth increased by only 15%, the corresponding flood volume increase by 40%, this indicates that the relation between the cause of flooding and its consequences is nonlinear. Summer season has an opposite picture, and flood volume is projected to decrease with the increase in the storm duration causing low risk. Considering climate change in this study caused most of urban drainage models runs to be very slow with some interruption in the simulation due to the inflation in some parameters, so caution should be taken.
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      Application of the UKCP09 WG Outputs to Assess Performance of Combined Sewers System in a Changing Climate

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    https://yetl.yabesh.ir/yetl1/handle/yetl/72467
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    contributor authorMawada Abdellatif
    contributor authorWilliam Atherton
    contributor authorRafid Alkhaddar
    contributor authorYassin Osman
    date accessioned2017-05-08T22:09:21Z
    date available2017-05-08T22:09:21Z
    date copyrightSeptember 2015
    date issued2015
    identifier other35242267.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72467
    description abstractIn many parts of the world, old sewer systems have been designed without consideration for change in climate, so probabilities and risks of sewer surcharge and flooding are elevated due to increase in extreme rainfall events as a consequence of global warming. The current paper is aiming to assess how the climate change on interannual to multidecadal timescale (2020s; 2050s; 2080s) will affect design standards of wastewater networks due to the presumed increase in rainfall intensity and frequency in the Northwest of England area (selected site). Design storms have been analyzed for future rainfall obtained from the UK Climate Projection version 2009 (UKCP09) weather generator (WG), which was applied to the existing urban drainage system to check the level of service in winter and summer seasons. Two emission scenarios (SRES) have been adopted to simulate the greenhouse gas concentration; high scenario (A1FI) and low scenario (B1). Results indicate that the impact of increase in the design storm of the system in winter led to a potential of increase flood volume from manholes and intern basements at risk of flooding with the worst condition associated with 24 h storm in 2080s. Moreover, when this design storm depth increased by only 15%, the corresponding flood volume increase by 40%, this indicates that the relation between the cause of flooding and its consequences is nonlinear. Summer season has an opposite picture, and flood volume is projected to decrease with the increase in the storm duration causing low risk. Considering climate change in this study caused most of urban drainage models runs to be very slow with some interruption in the simulation due to the inflation in some parameters, so caution should be taken.
    publisherAmerican Society of Civil Engineers
    titleApplication of the UKCP09 WG Outputs to Assess Performance of Combined Sewers System in a Changing Climate
    typeJournal Paper
    journal volume20
    journal issue9
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0001129
    treeJournal of Hydrologic Engineering:;2015:;Volume ( 020 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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