Abstract
In the recent paper by Garzon, Miesse, and Ferreira (Coastal Engineering, DOI: https://doi.org/10.1016/j.coastaleng.2018.11.001), the authors collected field data from Chesapeake Bay, and numerically simulated the wave attenuation by vegetation using five different empirical drag coefficient formulas. The implementation of the formula from Jadhav (2012) was incorrect by Garzon et al. (2018), resulting in considerable under-prediction of wave height in comparison of the field data. This discussion aims to present the correct way to use the drag coefficient formula from Jadhav (2012). Our numerical results show that the drag coefficient formulas of Jadhav (2012) and Jadhav and Chen (2012) are suitable for modeling wave attenuation by salt marshes in Chesapeake Bay.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.