Evaluating Transport Formulations for Application to Nearshore Berms

• Published in: Journal of waterway, port, coastal, and ocean engineering port, coastal, and ocean engineering, 2021-11, Vol.147 (6)
• Main Authors: Bain, Rachel, McFall, Brian, Krafft, Douglas, Hudson, Austin
• Format: Article
• Language: English
• Subjects: Berms; Coastal processes; Dredging; Estimates; Life span; Mathematical models; Numerical models; Offshore; Orbital velocity; Parameter sensitivity; Project design; Sediment; Sediment transport; Technical Papers; Transport equations; Transport rate
• ISSN: 0733-950X; 1943-5460
• DOI: 10.1061/(ASCE)WW.1943-5460.0000668

Abstract Dredged sediment is commonly placed as a submerged nearshore berm to nourish the beach or to dissipate high-energy waves, but the lifespan of such features is not easily predicted by existing methods. This paper presents a simple technique for generating order-of-magnitude estimates of the sediment transport rate of nearshore berms using offshore hindcast wave characteristics transformed to the nearshore. Total longshore transport for the entire nearshore region is calculated using eight published longshore transport equations (e.g., CERC equation and Kamphuis equation), which were evaluated for their relative performance. Because nearshore placements occupy only a portion of the cross-shore profile, the total longshore transport rate is scaled by an empirically-based fraction between 0 and 1, which is determined by the nearshore berm’s position in nondimensional space. The cross-shore transport rate is calculated independently using the near-bed orbital velocity from stream-function wave theory. The longshore and cross-shore transport rates are then superimposed to generate a total transport rate for the nearshore berm’s constructed footprint. The total transport rates were calculated at 11 historical nearshore berms and evaluated based on accuracy, inclusion of relevant coastal processes, and sensitivity to input parameters. The recommended total transport rate technique resulted in an average percent error magnitude of 72% and a maximum percent error magnitude of 167% at the historical placement locations. This technique is recommended for generating rapid, order-of-magnitude estimates of nearshore berm deflation rates for project design, particularly in scenarios when application of a full numerical model is prohibitive.