Predictive model for scour depth of coastal structure failures due to tsunamis

Ravindra Jayaratne, Adewale Abimbola, Takahito Mikami, Shunya Matsuba, Miguel Esteban, Tomoya Shibayama

    Research output: Chapter in Book/Report/Conference proceedingConference contribution

    7 Citations (Scopus)

    Abstract

    Post-tsunami field surveys carried out after the 2011 Great Eastern Japan Earthquake Tsunami revealed that scour around the landward side of concrete sea dikes and seawalls was the most dominant failure mechanism. To better understand this phenomenon, detailed scour data were collected and soil samples from the surveyed locations in Miyagi and Fukushima Prefectures of Japan were comprehensively analysed. Mathematical modeling technique was employed with various combinations of input variables considered in order to determine the effective variables needed to predict the representative scour depth at the leeward of a concrete sea dike or seawall and possible design of these coastal structures against tsunami impact. Parameters such as impact overflowing pressure, height of structure measured at the landward side, inundation height, inundation velocity, angle of landward slope, Darcy's coefficient of permeability and scour depth were found to be the effective parameters essential to generate proposed scour depth predictive model. The results indicate that the hydrodynamic parameters, soil properties and physical geometry of coastal structure play a crucial role in the scour process of such structures. In addition to that, numerical experiments were also performed in order to understand the characteristics of tsunami flow around a typical coastal dike, and to propose preliminary guidelines for structure resilience against future tsunamis.

    Original languageEnglish
    Title of host publicationProceedings of the Coastal Engineering Conference
    PublisherAmerican Society of Civil Engineers (ASCE)
    Volume2014-January
    ISBN (Print)9780989661126
    Publication statusPublished - 2014
    Event34th International Conference on Coastal Engineering, ICCE 2014 - Seoul, Korea, Republic of
    Duration: 2014 Jun 152014 Jun 20

    Other

    Other34th International Conference on Coastal Engineering, ICCE 2014
    CountryKorea, Republic of
    CitySeoul
    Period14/6/1514/6/20

    Fingerprint

    coastal structure
    Scour
    Tsunamis
    scour
    tsunami
    Levees
    dike
    Retaining walls
    Concretes
    Soils
    failure mechanism
    field survey
    Earthquakes
    soil property
    Hydrodynamics
    hydrodynamics
    permeability
    geometry
    earthquake
    Geometry

    Keywords

    • 2011 Great Eastern Japan Earthquake Tsunami
    • Impact overflowing pressure
    • Mathematical modeling
    • Representative scour depth
    • Scour depth predictive model

    ASJC Scopus subject areas

    • Civil and Structural Engineering
    • Ocean Engineering
    • Oceanography

    Cite this

    Jayaratne, R., Abimbola, A., Mikami, T., Matsuba, S., Esteban, M., & Shibayama, T. (2014). Predictive model for scour depth of coastal structure failures due to tsunamis. In Proceedings of the Coastal Engineering Conference (Vol. 2014-January). American Society of Civil Engineers (ASCE).

    Predictive model for scour depth of coastal structure failures due to tsunamis. / Jayaratne, Ravindra; Abimbola, Adewale; Mikami, Takahito; Matsuba, Shunya; Esteban, Miguel; Shibayama, Tomoya.

    Proceedings of the Coastal Engineering Conference. Vol. 2014-January American Society of Civil Engineers (ASCE), 2014.

    Research output: Chapter in Book/Report/Conference proceedingConference contribution

    Jayaratne, R, Abimbola, A, Mikami, T, Matsuba, S, Esteban, M & Shibayama, T 2014, Predictive model for scour depth of coastal structure failures due to tsunamis. in Proceedings of the Coastal Engineering Conference. vol. 2014-January, American Society of Civil Engineers (ASCE), 34th International Conference on Coastal Engineering, ICCE 2014, Seoul, Korea, Republic of, 14/6/15.
    Jayaratne R, Abimbola A, Mikami T, Matsuba S, Esteban M, Shibayama T. Predictive model for scour depth of coastal structure failures due to tsunamis. In Proceedings of the Coastal Engineering Conference. Vol. 2014-January. American Society of Civil Engineers (ASCE). 2014
    Jayaratne, Ravindra ; Abimbola, Adewale ; Mikami, Takahito ; Matsuba, Shunya ; Esteban, Miguel ; Shibayama, Tomoya. / Predictive model for scour depth of coastal structure failures due to tsunamis. Proceedings of the Coastal Engineering Conference. Vol. 2014-January American Society of Civil Engineers (ASCE), 2014.
    @inproceedings{e158fb0a54a94192a9fa8b95f701cef9,
    title = "Predictive model for scour depth of coastal structure failures due to tsunamis",
    abstract = "Post-tsunami field surveys carried out after the 2011 Great Eastern Japan Earthquake Tsunami revealed that scour around the landward side of concrete sea dikes and seawalls was the most dominant failure mechanism. To better understand this phenomenon, detailed scour data were collected and soil samples from the surveyed locations in Miyagi and Fukushima Prefectures of Japan were comprehensively analysed. Mathematical modeling technique was employed with various combinations of input variables considered in order to determine the effective variables needed to predict the representative scour depth at the leeward of a concrete sea dike or seawall and possible design of these coastal structures against tsunami impact. Parameters such as impact overflowing pressure, height of structure measured at the landward side, inundation height, inundation velocity, angle of landward slope, Darcy's coefficient of permeability and scour depth were found to be the effective parameters essential to generate proposed scour depth predictive model. The results indicate that the hydrodynamic parameters, soil properties and physical geometry of coastal structure play a crucial role in the scour process of such structures. In addition to that, numerical experiments were also performed in order to understand the characteristics of tsunami flow around a typical coastal dike, and to propose preliminary guidelines for structure resilience against future tsunamis.",
    keywords = "2011 Great Eastern Japan Earthquake Tsunami, Impact overflowing pressure, Mathematical modeling, Representative scour depth, Scour depth predictive model",
    author = "Ravindra Jayaratne and Adewale Abimbola and Takahito Mikami and Shunya Matsuba and Miguel Esteban and Tomoya Shibayama",
    year = "2014",
    language = "English",
    isbn = "9780989661126",
    volume = "2014-January",
    booktitle = "Proceedings of the Coastal Engineering Conference",
    publisher = "American Society of Civil Engineers (ASCE)",

    }

    TY - GEN

    T1 - Predictive model for scour depth of coastal structure failures due to tsunamis

    AU - Jayaratne, Ravindra

    AU - Abimbola, Adewale

    AU - Mikami, Takahito

    AU - Matsuba, Shunya

    AU - Esteban, Miguel

    AU - Shibayama, Tomoya

    PY - 2014

    Y1 - 2014

    N2 - Post-tsunami field surveys carried out after the 2011 Great Eastern Japan Earthquake Tsunami revealed that scour around the landward side of concrete sea dikes and seawalls was the most dominant failure mechanism. To better understand this phenomenon, detailed scour data were collected and soil samples from the surveyed locations in Miyagi and Fukushima Prefectures of Japan were comprehensively analysed. Mathematical modeling technique was employed with various combinations of input variables considered in order to determine the effective variables needed to predict the representative scour depth at the leeward of a concrete sea dike or seawall and possible design of these coastal structures against tsunami impact. Parameters such as impact overflowing pressure, height of structure measured at the landward side, inundation height, inundation velocity, angle of landward slope, Darcy's coefficient of permeability and scour depth were found to be the effective parameters essential to generate proposed scour depth predictive model. The results indicate that the hydrodynamic parameters, soil properties and physical geometry of coastal structure play a crucial role in the scour process of such structures. In addition to that, numerical experiments were also performed in order to understand the characteristics of tsunami flow around a typical coastal dike, and to propose preliminary guidelines for structure resilience against future tsunamis.

    AB - Post-tsunami field surveys carried out after the 2011 Great Eastern Japan Earthquake Tsunami revealed that scour around the landward side of concrete sea dikes and seawalls was the most dominant failure mechanism. To better understand this phenomenon, detailed scour data were collected and soil samples from the surveyed locations in Miyagi and Fukushima Prefectures of Japan were comprehensively analysed. Mathematical modeling technique was employed with various combinations of input variables considered in order to determine the effective variables needed to predict the representative scour depth at the leeward of a concrete sea dike or seawall and possible design of these coastal structures against tsunami impact. Parameters such as impact overflowing pressure, height of structure measured at the landward side, inundation height, inundation velocity, angle of landward slope, Darcy's coefficient of permeability and scour depth were found to be the effective parameters essential to generate proposed scour depth predictive model. The results indicate that the hydrodynamic parameters, soil properties and physical geometry of coastal structure play a crucial role in the scour process of such structures. In addition to that, numerical experiments were also performed in order to understand the characteristics of tsunami flow around a typical coastal dike, and to propose preliminary guidelines for structure resilience against future tsunamis.

    KW - 2011 Great Eastern Japan Earthquake Tsunami

    KW - Impact overflowing pressure

    KW - Mathematical modeling

    KW - Representative scour depth

    KW - Scour depth predictive model

    UR - http://www.scopus.com/inward/record.url?scp=84957688881&partnerID=8YFLogxK

    UR - http://www.scopus.com/inward/citedby.url?scp=84957688881&partnerID=8YFLogxK

    M3 - Conference contribution

    AN - SCOPUS:84957688881

    SN - 9780989661126

    VL - 2014-January

    BT - Proceedings of the Coastal Engineering Conference

    PB - American Society of Civil Engineers (ASCE)

    ER -