YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Hydrologic Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Hydrologic Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Case Study: Rapid Urban Inundation Forecasting Technique Based on Quantitative Precipitation Forecast for Houston and Harris County Flood Control District

    Source: Journal of Hydrologic Engineering:;2019:;Volume ( 024 ):;issue: 008
    Author:
    Md. Safat Sikder
    ,
    Shahryar Ahmad
    ,
    Faisal Hossain
    ,
    Abebe S. Gebregiorgis
    ,
    Hyongki Lee
    DOI: 10.1061/(ASCE)HE.1943-5584.0001807
    Publisher: American Society of Civil Engineers
    Abstract: This study explored the operational feasibility of an empirical approach to flood inundation forecasting using quantitative precipitation forecasting (QPF) from high-resolution numerical weather prediction models for the city of Houston and the Harris County Flood Control District (HCFCD). A proposed rapid-refresh technique for generating forecasted flood inundation maps was tested, wherein the processing time was limited by the time required for generating high-resolution QPF. Using the dense gauge network operated by the HCFCD, hurricane type storms were found to be generally more challenging for quantitative precipitation forecasting than the less intense and more frequent winter storm events. The investigation also indicated that forecasting inundation is possible based on rainfall forecasts using predeveloped rating curves between the observed rainfall and the expected increase in water level. The median of the relative root mean square error (RMSE) in percentage and the correlation of the forecasted water level at gauge locations are consistently below 10% and higher than 0.7, respectively, for up to a four-day lead time. In terms of spatial detection of flooded (non-flooded) areas, this technique yielded qualitative consistency during peak inundation episodes when the QPF was skillful.
    • Download: (3.725Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Case Study: Rapid Urban Inundation Forecasting Technique Based on Quantitative Precipitation Forecast for Houston and Harris County Flood Control District

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4260519
    Collections
    • Journal of Hydrologic Engineering

    Show full item record

    contributor authorMd. Safat Sikder
    contributor authorShahryar Ahmad
    contributor authorFaisal Hossain
    contributor authorAbebe S. Gebregiorgis
    contributor authorHyongki Lee
    date accessioned2019-09-18T10:42:24Z
    date available2019-09-18T10:42:24Z
    date issued2019
    identifier other%28ASCE%29HE.1943-5584.0001807.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4260519
    description abstractThis study explored the operational feasibility of an empirical approach to flood inundation forecasting using quantitative precipitation forecasting (QPF) from high-resolution numerical weather prediction models for the city of Houston and the Harris County Flood Control District (HCFCD). A proposed rapid-refresh technique for generating forecasted flood inundation maps was tested, wherein the processing time was limited by the time required for generating high-resolution QPF. Using the dense gauge network operated by the HCFCD, hurricane type storms were found to be generally more challenging for quantitative precipitation forecasting than the less intense and more frequent winter storm events. The investigation also indicated that forecasting inundation is possible based on rainfall forecasts using predeveloped rating curves between the observed rainfall and the expected increase in water level. The median of the relative root mean square error (RMSE) in percentage and the correlation of the forecasted water level at gauge locations are consistently below 10% and higher than 0.7, respectively, for up to a four-day lead time. In terms of spatial detection of flooded (non-flooded) areas, this technique yielded qualitative consistency during peak inundation episodes when the QPF was skillful.
    publisherAmerican Society of Civil Engineers
    titleCase Study: Rapid Urban Inundation Forecasting Technique Based on Quantitative Precipitation Forecast for Houston and Harris County Flood Control District
    typeJournal Paper
    journal volume24
    journal issue8
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0001807
    page05019017
    treeJournal of Hydrologic Engineering:;2019:;Volume ( 024 ):;issue: 008
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian