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      Citation: 
        Citation: 
          Title: 
            Tsunami Run-Up Inundation: Honolulu, Hawaii
          Date: 
            Date: 
              Date: 
                Date: 
                  2014-09-26
              Date_Type: 
                Date_Type_Code: 
                  creation
          Date: 
            Date: 
              Date: 
                Date: 
                  2014-09-26
              Date_Type: 
                Date_Type_Code: 
                  issued
          Date: 
            Date: 
              Date: 
                Date: 
                  2014-09-26
              Date_Type: 
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            Identifier: 
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                hi_csp_hono_tsuflood_slr0m
          Cited_Responsible_Party: 
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              Individual_Name: 
                Kwok Fai Cheung
              Organisation_Name: 
                University of Hawaii at Manoa
              Contact_Information: 
                Contact: 
                  Address: 
                    Address: 
                      Electronic_Mail_Address: 
                        cheung@hawaii.edu
                  Online_Resource: 
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                        URL: 
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                      Electronic_Mail_Address: 
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      Abstract: 
        Computer model simulation of tsunami run-up inundation around 
        Honolulu, Hawaii using current sea level at mean higher high water 
        (MHHW) as its baseline water level. The study area includes the urban 
        corridor stretching from Pearl Harbor to Waikiki and Diamond Head 
        along the south shore of the island of Oahu. The model simulates 
        maximum inundation based on five major historical tsunamis that have 
        impacted Hawaii: 1) The 1946 Aleutian earthquake (8.2 Mw), 2) 1952 
        Kamchatka earthquake (9.0 Mw), 3) 1957 Aleutian earthquake (8.6 Mw), 
        4) 1960 Chile earthquake (9.5 Mw), and 5) the 1964 Alaska earthquake 
        (9.2 Mw).
        
        Model results produced in 2014 by Dr. Kwok Fai Cheung of the 
        department of Ocean and Resources Engineering (ORE) in the School of 
        Ocean and Earth Science and Technology (SOEST) of the University of 
        Hawaii at Manoa. Supported in part by the NOAA Coastal Storms Program 
        (CSP) and the University of Hawaii Sea Grant College Program. While 
        considerable effort has been made to implement all model components in 
        a thorough, correct, and accurate manner, numerous sources of error 
        are possible. The entire risk associated with the results and 
        performance of these data is assumed by the user. These data should be 
        used strictly as a planning reference and not for navigation, 
        permitting, or other legal purposes.
      Purpose: 
        PacIOOS provides timely, reliable, and accurate ocean information to 
        support a safe, clean, productive ocean and resilient coastal zone in 
        the U.S. Pacific Islands region.
      Credit: 
        The Pacific Islands Ocean Observing System (PacIOOS) is funded through 
        the National Oceanic and Atmospheric Administration (NOAA) as a 
        Regional Association within the U.S. Integrated Ocean Observing System 
        (IOOS). PacIOOS is coordinated by the University of Hawaii School of 
        Ocean and Earth Science and Technology (SOEST).
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          Organisation_Name: 
            University of Hawaii at Manoa
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          Keyword: 
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          Keyword: 
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      Resource_Constraints: 
        Legal_Constraints: 
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            intended for legal use, since it may contain inaccuracies. Neither 
            the data Contributor, University of Hawaii, PacIOOS, NOAA, State 
            of Hawaii nor the United States Government, nor any of their 
            employees or contractors, makes any warranty, express or implied, 
            including warranties of merchantability and fitness for a 
            particular purpose, or assumes any legal liability for the 
            accuracy, completeness, or usefulness, of this information.
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          Title: 
            Tsunami Run-Up Inundation: Honolulu, Hawaii
          Date: 
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              Date: 
                Date: 
                  2014-09-26
              Date_Type: 
                Date_Type_Code: 
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            Date: 
              Date: 
                Date: 
                  2014-09-26
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                      Electronic_Mail_Address: 
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        (MHHW) as its baseline water level. The study area includes the urban 
        corridor stretching from Pearl Harbor to Waikiki and Diamond Head 
        along the south shore of the island of Oahu. The model simulates 
        maximum inundation based on five major historical tsunamis that have 
        impacted Hawaii: 1) The 1946 Aleutian earthquake (8.2 Mw), 2) 1952 
        Kamchatka earthquake (9.0 Mw), 3) 1957 Aleutian earthquake (8.6 Mw), 
        4) 1960 Chile earthquake (9.5 Mw), and 5) the 1964 Alaska earthquake 
        (9.2 Mw).
        
        Model results produced in 2014 by Dr. Kwok Fai Cheung of the 
        department of Ocean and Resources Engineering (ORE) in the School of 
        Ocean and Earth Science and Technology (SOEST) of the University of 
        Hawaii at Manoa. Supported in part by the NOAA Coastal Storms Program 
        (CSP) and the University of Hawaii Sea Grant College Program. While 
        considerable effort has been made to implement all model components in 
        a thorough, correct, and accurate manner, numerous sources of error 
        are possible. The entire risk associated with the results and 
        performance of these data is assumed by the user. These data should be 
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                Date: 
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                Date_Type_Code: 
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      Abstract: 
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        Honolulu, Hawaii using current sea level at mean higher high water 
        (MHHW) as its baseline water level. The study area includes the urban 
        corridor stretching from Pearl Harbor to Waikiki and Diamond Head 
        along the south shore of the island of Oahu. The model simulates 
        maximum inundation based on five major historical tsunamis that have 
        impacted Hawaii: 1) The 1946 Aleutian earthquake (8.2 Mw), 2) 1952 
        Kamchatka earthquake (9.0 Mw), 3) 1957 Aleutian earthquake (8.6 Mw), 
        4) 1960 Chile earthquake (9.5 Mw), and 5) the 1964 Alaska earthquake 
        (9.2 Mw).
        
        Model results produced in 2014 by Dr. Kwok Fai Cheung of the 
        department of Ocean and Resources Engineering (ORE) in the School of 
        Ocean and Earth Science and Technology (SOEST) of the University of 
        Hawaii at Manoa. Supported in part by the NOAA Coastal Storms Program 
        (CSP) and the University of Hawaii Sea Grant College Program. While 
        considerable effort has been made to implement all model components in 
        a thorough, correct, and accurate manner, numerous sources of error 
        are possible. The entire risk associated with the results and 
        performance of these data is assumed by the user. These data should be 
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          Title: 
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          Date: 
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                Date: 
                  2014-09-26
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      Abstract: 
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        Honolulu, Hawaii using current sea level at mean higher high water 
        (MHHW) as its baseline water level. The study area includes the urban 
        corridor stretching from Pearl Harbor to Waikiki and Diamond Head 
        along the south shore of the island of Oahu. The model simulates 
        maximum inundation based on five major historical tsunamis that have 
        impacted Hawaii: 1) The 1946 Aleutian earthquake (8.2 Mw), 2) 1952 
        Kamchatka earthquake (9.0 Mw), 3) 1957 Aleutian earthquake (8.6 Mw), 
        4) 1960 Chile earthquake (9.5 Mw), and 5) the 1964 Alaska earthquake 
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        Model results produced in 2014 by Dr. Kwok Fai Cheung of the 
        department of Ocean and Resources Engineering (ORE) in the School of 
        Ocean and Earth Science and Technology (SOEST) of the University of 
        Hawaii at Manoa. Supported in part by the NOAA Coastal Storms Program 
        (CSP) and the University of Hawaii Sea Grant College Program. While 
        considerable effort has been made to implement all model components in 
        a thorough, correct, and accurate manner, numerous sources of error 
        are possible. The entire risk associated with the results and 
        performance of these data is assumed by the user. These data should be 
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        permitting, or other legal purposes.
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          Statement: 
            2014-09-26T00:00:00Z OGC web services (WMS and WFS) enabled by 
            PacIOOS via GeoServer. Original data from source provider may have 
            been reformatted, reprojected, or adjusted in other ways to 
            optimize these capabilities.
  Metadata_Maintenance: 
    Maintenance_Information: 
      Maintenance_And_Update_Frequency: 
      Maintenance_Note: 
        This record was translated and enhanced from GeoServer OGC Web 
        Services (OWS) using PacIOOS software.