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    Impact of River Channelization on Seismic Risk: Shelby County, Tennessee

    Source: Natural Hazards Review:;2003:;Volume ( 004 ):;issue: 001
    Author:
    Roy Van Arsdale
    ,
    Brian Waldron
    ,
    Natasha Ramsey
    ,
    Shane Parrish
    ,
    Rhonda Yates
    DOI: 10.1061/(ASCE)1527-6988(2003)4:1(2)
    Publisher: American Society of Civil Engineers
    Abstract: The lower 35.4 km of the Wolf River, in the city of Memphis, Shelby County, Tennessee, was channelized in 1964 to reduce flooding. Detailed channel surveys conducted in 1959 and 1990 document river and floodplain changes 26 years after channelization. Channelization resulted in a straighter, steeper, deeper, wider, and smoother channel, thus causing an increase in channel velocity, cross-sectional area, and discharge capacity. Subsequent to channelization, Wolf River became shallower near its mouth, entrenched 3 m in its upstream reach, and formed a nick point at the eastern end of the channelized reach that migrated 11.3 km upstream. Tributaries to the channelized segment of the Wolf River have also entrenched. In addition, the floodplain along the channelized reach underwent dissection and denudation and the banks of the Wolf River were an average of 1 m lower in elevation than they were in 1959. Channelization and subsequent river changes have reduced flooding in the channelized portion of the river as intended. However, negative consequences of these river changes include (1) costly bridge and pipeline repair, (2) river and wetlands habitat destruction, (3) probable increased susceptibility for earthquake liquefaction and associated lateral spreading of the Wolf River floodplain, and (4) increased earthquake risk due to building development on the Wolf River floodplain.
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      Impact of River Channelization on Seismic Risk: Shelby County, Tennessee

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/54693
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    • Natural Hazards Review

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    contributor authorRoy Van Arsdale
    contributor authorBrian Waldron
    contributor authorNatasha Ramsey
    contributor authorShane Parrish
    contributor authorRhonda Yates
    date accessioned2017-05-08T21:31:20Z
    date available2017-05-08T21:31:20Z
    date copyrightFebruary 2003
    date issued2003
    identifier other%28asce%291527-6988%282003%294%3A1%282%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54693
    description abstractThe lower 35.4 km of the Wolf River, in the city of Memphis, Shelby County, Tennessee, was channelized in 1964 to reduce flooding. Detailed channel surveys conducted in 1959 and 1990 document river and floodplain changes 26 years after channelization. Channelization resulted in a straighter, steeper, deeper, wider, and smoother channel, thus causing an increase in channel velocity, cross-sectional area, and discharge capacity. Subsequent to channelization, Wolf River became shallower near its mouth, entrenched 3 m in its upstream reach, and formed a nick point at the eastern end of the channelized reach that migrated 11.3 km upstream. Tributaries to the channelized segment of the Wolf River have also entrenched. In addition, the floodplain along the channelized reach underwent dissection and denudation and the banks of the Wolf River were an average of 1 m lower in elevation than they were in 1959. Channelization and subsequent river changes have reduced flooding in the channelized portion of the river as intended. However, negative consequences of these river changes include (1) costly bridge and pipeline repair, (2) river and wetlands habitat destruction, (3) probable increased susceptibility for earthquake liquefaction and associated lateral spreading of the Wolf River floodplain, and (4) increased earthquake risk due to building development on the Wolf River floodplain.
    publisherAmerican Society of Civil Engineers
    titleImpact of River Channelization on Seismic Risk: Shelby County, Tennessee
    typeJournal Paper
    journal volume4
    journal issue1
    journal titleNatural Hazards Review
    identifier doi10.1061/(ASCE)1527-6988(2003)4:1(2)
    treeNatural Hazards Review:;2003:;Volume ( 004 ):;issue: 001
    contenttypeFulltext
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