کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
1720775 1520366 2014 12 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Laboratory study on wave dissipation by vegetation in combined current–wave flow
ترجمه فارسی عنوان
مطالعه آزمایشگاهی بر میزان انتشار موج از طریق پوشش گیاهی در جریان جوی ترکیبی
کلمات کلیدی
سایبان گیاهی تلفات موج، موج جریان جریان، نیروی کشیدن، ضریب کشیدن
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی دریا (اقیانوس)
چکیده انگلیسی


• Steady currents can either enhance or suppress vegetation-induced wave dissipation
• An model was proposed to understand wave dissipation with co-occurring currents
• A new method was applied to obtain vegetation drag coefficients
• Co-occurring currents decrease vegetation drag coefficients
• Wave-induced mean velocity is important in understanding wave dissipation

Coastal wetlands such as salt marshes and mangroves provide valuable ecosystem services including coastal protection. Many studies have assessed the influence of plant traits and wave conditions on vegetation-induced wave dissipation, whereas the effect of tidal currents is often ignored. To our knowledge, only two studies investigated wave dissipation by vegetation with the presence of following currents (current velocity is in the same direction as wave propagation) (Li and Yan, 2007; Paul et al., 2012). However, based on independent experiments, they have drawn contradictive conclusions whether steady currents increase or decrease wave attenuation. We show in this paper that this inconsistency may be caused by a difference in ratio of imposed current velocity to amplitude of the horizontal wave orbital velocity. We found that following currents can either increase or decrease wave dissipation depending on the velocity ratio, which explains the seeming inconsistency in the two previous studies. Wave dissipation in plant canopies is closely related to vegetation drag coefficients. We apply a new approach to obtain the drag coefficients. This new method eliminates the potential errors that are often introduced by the commonly used method. More importantly, it is capable of obtaining the vegetation drag coefficient in combined current–wave flows, which is not possible for the commonly used calibration method. Based on laboratory data, we propose an empirical relation between drag coefficient and Reynolds number, which can be useful for numerical modeling. The characteristics of drag coefficient variation and in-canopy velocity dynamics are incorporated into an analytical model to help understand the effect of following currents on vegetation-induced wave dissipation.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Coastal Engineering - Volume 88, June 2014, Pages 131–142
نویسندگان
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