کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
1720701 1520359 2015 16 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Process-based modeling of cross-shore sandbar behavior
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی دریا (اقیانوس)
پیش نمایش صفحه اول مقاله
Process-based modeling of cross-shore sandbar behavior
چکیده انگلیسی


• Beach profile evolutions on the timescales of months simulated with high skill
• Acceleration–skewness-induced transport required to reproduce shallow bar behavior
• The respective contribution to sandbar behavior of 4 modes of transport is analyzed.
• Both water depth over the bar and wave obliquity crucial to offshore bar migration

A coupled wave–current–sediment transport beach profile model is used to simulate cross-shore sandbar evolution on the time scale from days to months comprising both rapid offshore and slow onshore migrations. The discrimination of four modes of sediment transport driven by velocity and acceleration skewness, mean currents and slope effects allows addressing the dominant hydrodynamic processes governing cross-shore sandbar behavior. Acceleration–skewness-induced transport systematically results in a slow onshore sandbar migration together with a slow bar growth. Velocity–skewness-induced transport can drive onshore and offshore bar migrations with substantially larger rates. Mean–current-induced sediment transport systematically drives an offshore bar migration with either bar growth or decay. Slope effects essentially act as a damping term. The water level above the sandbar crest mainly influences the sandbar migration direction, while wave obliquity regulates the magnitude of the migration rates and is crucial to accurately simulate offshore sandbar migration during energetic obliquely incident waves. The inclusion of acceleration skewness is a necessary requirement to accurately reproduce the onshore migration of shallow sandbars. Detailed inter-site comparison of best-fit model parameters shows large differences meaning that free parameters attempt to compensate some mispecifications of the physics in the model. Although this also applies to other existing beach profile models, this suggests that this model needs further improvements including, for instance, the contribution of the injection of breaking wave turbulence onto the bed to sand stirring.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Coastal Engineering - Volume 95, January 2015, Pages 35–50
نویسندگان
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