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    Predicting Longitudinal Dispersion Coefficient in Natural Streams Using M5′ Model Tree 

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 006
    Author(s): Amir Etemad-Shahidi; Milad Taghipour
    Publisher: American Society of Civil Engineers
    Abstract: The longitudinal dispersion coefficient is a key parameter in determining the distribution of pollution concentration, especially in temporally time-varying source cases after full cross-sectional mixing has occurred. ...
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    Derivation of a New Model for Prediction of Wave Overtopping at Rubble Mound Structures 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2012:;Volume ( 138 ):;issue: 001
    Author(s): Ebrahim Jafari; Amir Etemad-Shahidi
    Publisher: American Society of Civil Engineers
    Abstract: Prediction of wave overtopping is a key task in the design and safety assessment of coastal structures. In this study, M5′ model tree as a new soft-computing approach was used to develop a model for the prediction of the ...
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    Revisiting Longshore Sediment Transport Formulas 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2020:;Volume ( 146 ):;issue: 004
    Author(s): Saeed Shaeri; Amir Etemad-Shahidi; Rodger Tomlinson
    Publisher: ASCE
    Abstract: Longshore sediment transport (LST) prediction is still a challenging task in coastal engineering, due to complexity in affecting physical processes. There have been studies to develop tools to predict the LST rate, but ...
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    Two-Phase Simulation of Wave-Induced Tunnel Scour beneath Marine Pipelines 

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 006
    Author(s): Mohammad Hossein Kazeminezhad; Abbas Yeganeh-Bakhtiary; Amir Etemad-Shahidi; Jaco H. Baas
    Publisher: American Society of Civil Engineers
    Abstract: An Eulerian two-phase flow model was presented and employed to investigate wave-induced tunnel scour beneath marine pipelines. The model is based on the Euler-Euler coupled governing equations for the fluid and sediment ...
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    Effect of Sea Level Rise on the Wave Overtopping Rate at Berm Breakwater 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2019:;Volume ( 145 ):;issue: 005
    Author(s): Karthika Pillai; Charles Lemckert; Amir Etemad-Shahidi; Lorenzo Cappietti; Sigurdur Sigurdarson
    Publisher: American Society of Civil Engineers
    Abstract: This study quantitatively assessed the risk in the overtopping performance of berm breakwaters due to sea level rise (SLR). To achieve this, a recent overtopping prediction formula that includes the influence of water depth ...
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