کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
1720639 1520349 2015 15 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Modeling depth-induced wave breaking over complex coastal bathymetries
ترجمه فارسی عنوان
مدل سازی عمق موج ناشی از شکست موج در بطری های پیچیده ساحلی
کلمات کلیدی
شکستن موج، مدل سازی موج، منطقه ساحلی، سیستم های ساحلی منطقه گشت و گذار، نیروهای ناشی از موج
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی دریا (اقیانوس)
چکیده انگلیسی


• Two variable scalings for wave breaking models are compared to a constant scaling.
• Both alternatives show improved wave height predictions of locally generated waves.
• Both alternatives enhance the significant wave height of locally generated waves.
• The β−kd scaling also improves non-locally generated wave heights over gentle slopes.
• Differences in the predicted wave-induced forces are shown in an upscaled storm.

The correct representation of depth-induced wave breaking is important for understanding coastal morphology and for design and management in the coastal zone. Although numerous studies have demonstrated the applicability of a constant scaling of the Battjes and Janssen (1978) dissipation model for depth-induced breaking, recent studies have shown its inability to sufficiently reproduce wave dissipation over complex field cases. In the present study, we contrast the application of such a constant scaling to two alternative wave breaking parameterizations with a variable scaling based on either the wave nonlinearity (the φ parameterization) or on both bottom slope and normalized wavelength supplemented with wave directionality (the β−kd parameterization). We consider three field data sets characteristic of a simple beach-bar profile, a bay partially protected by a shoal and a complex intertidal region. We demonstrate that in these cases the β−kd parameterization provides a better alternative to the use of a constant scaling or the φ parameterization. To illustrate the operational consequences, we up-scale the conditions over the case of the intertidal region to correspond to design conditions for the Dutch coast (storm conditions with a 4000 year return period). Under these extreme conditions, for locally generated waves both the β−kd and φ parameterizations predict qualitatively similar increased significant wave heights but the β−kd parameterization increased the waves twice as much as the φ parameterization. Under other conditions, when non-locally generated waves (swell) dissipates over a gently sloping bottom, the β−kd parameterization predicts lower significant wave heights compared to either the constant scaling or φ parameterization.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Coastal Engineering - Volume 105, November 2015, Pages 21–35
نویسندگان
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