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    Wave-Current Loading on Shallow-Water Caisson: An Evaluation of API Recommended Practice

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1999:;Volume ( 125 ):;issue: 001
    Author:
    D. L. Kriebel
    ,
    E. P. Berek
    ,
    S. K. Chakrabarti
    ,
    J. K. Waters
    DOI: 10.1061/(ASCE)0733-950X(1999)125:1(29)
    Publisher: American Society of Civil Engineers
    Abstract: Results of laboratory model tests are used to assess the accuracy of the American Petroleum Institute (API) method of predicting wave-current loading on a shallow-water production caisson in extreme random waves. Model tests were conducted using a 1-to-20 scale model of a 36-in. (×2.54-cm) diameter caisson in a 50-ft (×3.048-m) water depth. Tests were conducted with and without in-line currents in extreme random waves, many of which were breaking. The experimental results for wave-current kinematics, wave forces, and overturning moments are compared to predictions based on the API procedure using Stream Function wave theory. Based on analysis of 132 extreme random waves from the test program, it is found that the in-line fluid velocities measured just below the wave trough level were 6% larger than measured values on average. Predicted in-line wave forces and moments were, on average, 10% and 15% larger than measured values, respectively. Measured wave loads included dynamic amplification of about 10% due to ringing of the structure following the impact of extreme breaking waves. The standard deviation between measured and predicted values were quite large, however, and measured wave loads for a few waves that plunged directly on the caisson model were between 1.5 and 2.2 times larger than the predicted loads.
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      Wave-Current Loading on Shallow-Water Caisson: An Evaluation of API Recommended Practice

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41273
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorD. L. Kriebel
    contributor authorE. P. Berek
    contributor authorS. K. Chakrabarti
    contributor authorJ. K. Waters
    date accessioned2017-05-08T21:10:09Z
    date available2017-05-08T21:10:09Z
    date copyrightJanuary 1999
    date issued1999
    identifier other%28asce%290733-950x%281999%29125%3A1%2829%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41273
    description abstractResults of laboratory model tests are used to assess the accuracy of the American Petroleum Institute (API) method of predicting wave-current loading on a shallow-water production caisson in extreme random waves. Model tests were conducted using a 1-to-20 scale model of a 36-in. (×2.54-cm) diameter caisson in a 50-ft (×3.048-m) water depth. Tests were conducted with and without in-line currents in extreme random waves, many of which were breaking. The experimental results for wave-current kinematics, wave forces, and overturning moments are compared to predictions based on the API procedure using Stream Function wave theory. Based on analysis of 132 extreme random waves from the test program, it is found that the in-line fluid velocities measured just below the wave trough level were 6% larger than measured values on average. Predicted in-line wave forces and moments were, on average, 10% and 15% larger than measured values, respectively. Measured wave loads included dynamic amplification of about 10% due to ringing of the structure following the impact of extreme breaking waves. The standard deviation between measured and predicted values were quite large, however, and measured wave loads for a few waves that plunged directly on the caisson model were between 1.5 and 2.2 times larger than the predicted loads.
    publisherAmerican Society of Civil Engineers
    titleWave-Current Loading on Shallow-Water Caisson: An Evaluation of API Recommended Practice
    typeJournal Paper
    journal volume125
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1999)125:1(29)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1999:;Volume ( 125 ):;issue: 001
    contenttypeFulltext
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