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

    Physically Based Hydrological Modeling of the 2002 Floods in San Antonio, Texas

    Source: Journal of Hydrologic Engineering:;2013:;Volume ( 018 ):;issue: 002
    Author:
    Hatim O. Sharif
    ,
    Singaiah Chintalapudi
    ,
    Almoutaz A. Hassan
    ,
    Hongjie Xie
    ,
    Jon Zeitler
    DOI: 10.1061/(ASCE)HE.1943-5584.0000475
    Publisher: American Society of Civil Engineers
    Abstract: The July 2002 floods in South Texas resulted from excessive precipitation caused by a slow moving tropical wave accompanied by an abundance of tropical moisture, which resulted in 12 deaths and nearly $1 billion in damage. South Central Texas is particularly vulnerable to floods because of: (1) its proximity to a moist air source (the Gulf of Mexico); (2) the Balcones Escarpment, which concentrates rainfall runoff; (3) a tendency for synoptic scale features to become cut off and stall over the area; and (4) decaying tropical cyclones stalling over the area. This paper examines the hydrology of the July 2002 floods in three urbanized watersheds in the city of San Antonio and Bexar County, Texas. The physically based, distributed parameter gridded surface subsurface hydrologic analysis hydrologic model was used to simulate the flood over the three watersheds. Various flood control features were included in the simulations. The hydrologic model, driven by the next generation radar multi-sensor precipitation estimator, was able to reasonably simulate runoff in the three watersheds. Differences in the responses of the three watersheds were highlighted with the role of flood-control hydraulic structures.
    • Download: (730.4Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Statistics

      Physically Based Hydrological Modeling of the 2002 Floods in San Antonio, Texas

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/63359
    Collections
    • Journal of Hydrologic Engineering

    Show full item record

    contributor authorHatim O. Sharif
    contributor authorSingaiah Chintalapudi
    contributor authorAlmoutaz A. Hassan
    contributor authorHongjie Xie
    contributor authorJon Zeitler
    date accessioned2017-05-08T21:49:11Z
    date available2017-05-08T21:49:11Z
    date copyrightFebruary 2013
    date issued2013
    identifier other%28asce%29he%2E1943-5584%2E0000496.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63359
    description abstractThe July 2002 floods in South Texas resulted from excessive precipitation caused by a slow moving tropical wave accompanied by an abundance of tropical moisture, which resulted in 12 deaths and nearly $1 billion in damage. South Central Texas is particularly vulnerable to floods because of: (1) its proximity to a moist air source (the Gulf of Mexico); (2) the Balcones Escarpment, which concentrates rainfall runoff; (3) a tendency for synoptic scale features to become cut off and stall over the area; and (4) decaying tropical cyclones stalling over the area. This paper examines the hydrology of the July 2002 floods in three urbanized watersheds in the city of San Antonio and Bexar County, Texas. The physically based, distributed parameter gridded surface subsurface hydrologic analysis hydrologic model was used to simulate the flood over the three watersheds. Various flood control features were included in the simulations. The hydrologic model, driven by the next generation radar multi-sensor precipitation estimator, was able to reasonably simulate runoff in the three watersheds. Differences in the responses of the three watersheds were highlighted with the role of flood-control hydraulic structures.
    publisherAmerican Society of Civil Engineers
    titlePhysically Based Hydrological Modeling of the 2002 Floods in San Antonio, Texas
    typeJournal Paper
    journal volume18
    journal issue2
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0000475
    treeJournal of Hydrologic Engineering:;2013:;Volume ( 018 ):;issue: 002
    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