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    A Note from the Editor 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2006:;Volume ( 132 ):;issue: 002
    Author(s): Vijay Panchang
    Publisher: American Society of Civil Engineers
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    Passing the Baton 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2014:;Volume ( 140 ):;issue: 001
    Author(s): Vijay; Panchang
    Publisher: American Society of Civil Engineers
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    Coastal Wave-Height Statistics during Hurricane Ike 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2016:;Volume ( 142 ):;issue: 003
    Author(s): Sashikant; Nayak; Vijay; Panchang
    Publisher: American Society of Civil Engineers
    Abstract: The statistical behavior of wave heights obtained from short-term (i.e., 30-min) wave records during Hurricane Ike was investigated. Spectral data from seven temporary pressure gauges and one National Data Buoy Center ...
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    Review of Numerical Modeling of Water Waves by Pengzhi Lin 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2010:;Volume ( 136 ):;issue: 002
    Author(s): Zeki Demirbilek; Vijay Panchang
    Publisher: American Society of Civil Engineers
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    Large Waves In The Gulf Of Mexico Caused By Hurricane Ivan 

    Source: Bulletin of the American Meteorological Society:;2006:;volume( 087 ):;issue: 004:;page 481
    Author(s): Panchang, Vijay G.; Li, Dongcheng
    Publisher: American Meteorological Society
    Abstract: The large waves generated by Hurricane Ivan caused extensive damage to the offshore oil industry and to the coastal areas on the Gulf of Mexico. This damage and the wave conditions have received considerable media coverage. ...
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    One-Day Wave Forecasts Based on Artificial Neural Networks 

    Source: Journal of Atmospheric and Oceanic Technology:;2006:;volume( 023 ):;issue: 011:;page 1593
    Author(s): Londhe, S. N.; Panchang, Vijay
    Publisher: American Meteorological Society
    Abstract: Sophisticated wave models like the Wave Model (WAM) and Simulating Waves Nearshore (SWAN)/WAVEWATCH are used nowadays along with atmospheric models to produce forecasts of ocean wave conditions. These models are generally ...
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    Analyses of Extreme Wave Heights in the Gulf of Mexico for Offshore Engineering Applications 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2013:;volume( 135 ):;issue: 003:;page 31104
    Author(s): Panchang, Vijay; Kwon Jeong, Chan; Demirbilek, Zeki
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The 2004–2008 hurricane season in the Gulf of Mexico (GOM) saw several exceedances of what was regarded, prior to that period, as the 100year significant wave heights (SWHs) that are used for the design of offshore oil ...
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    Incorporating Rubble Mound Jetties in Elliptic Harbor Wave Models 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2008:;Volume ( 134 ):;issue: 001
    Author(s): Vijay Panchang; Jianfeng Zhang; Zeki Demirbilek
    Publisher: American Society of Civil Engineers
    Abstract: Simulation models based on the elliptic mild- or steep-slope wave equation are frequently used to estimate wave properties needed for harbor engineering calculations. To enhance the practical applicability of such models, ...
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    Inverse Adjoint Estimation of Eddy Viscosity for Coastal Flow Models 

    Source: Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 004
    Author(s): Vijay G. Panchang; J. E. Richardson
    Publisher: American Society of Civil Engineers
    Abstract: Tuning a three‐dimensional (3‐D) coastal circulation model for vertical eddy viscosities can be a laborious task. An efficient alternative is to use adjoint inverse estimation methods, and one such method is developed here. ...
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    Three-Dimensional Simulation of Scour-Inducing Flow at Bridge Piers 

    Source: Journal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 005
    Author(s): John E. Richardson; Vijay G. Panchang
    Publisher: American Society of Civil Engineers
    Abstract: Presently available formulas for estimating the maximum depth of scour near bridge piers often lead to unreliable results. A fully three-dimensional hydrodynamic model is therefore used in this study to simulate the flow ...
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