کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
1720724 1520360 2014 9 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
The application of a Godunov-type shock capturing scheme for the simulation of waves from deep water up to the swash zone
ترجمه فارسی عنوان
استفاده از یک روش ضبط شوک نوع گودوووو برای شبیه سازی امواج از آب های عمیق تا منطقه سیلاب
کلمات کلیدی
مدل موج غیر هیدرواستاتیک، گوتوووف نوع شوک گرفتن برنامه، مدل منطقه گشت و گذار شکستن موج، حرکت سوسک
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی دریا (اقیانوس)
چکیده انگلیسی


• A Godunov-type shock-capturing algorithm on a standard staggered grid is suggested.
• The horizontal advection of the horizontal velocity is important in the surf zone.
• An explicit predictor–corrector method is used to solve this term.
• Hydrostatic front approximation is employed to decrease the vertical resolution.
• Promising performance of the model has been observed in the entire domain.

A two-dimensional vertical (2DV) non-hydrostatic boundary fitted model based on a Godunov-type shock-capturing scheme is introduced and applied to the simulation of waves from deep water up to the swash zone. The effects of shoaling, breaking, surf zone dissipation and swash motions are considered. The application of a Godunov-type shock-capturing algorithm together with an implicit solver on a standard staggered grid is proposed as a new approach in the 2DV simulation of large gradient problems such as wave breaking and hydraulic jumps. The complete form of conservative Reynolds averaged Navier–Stokes (RANS) equations are solved using an implicit finite volume method with a pressure correction technique. The horizontal advection of the horizontal velocity is solved by an explicit predictor–corrector method. Fluxes are predicted by an exact Riemann solver and corrected by a downwind scheme. A simple total variation diminishing (TVD) method with a monotonic upstream-centered scheme for conservation laws (MUSCL) limiter function is employed to eliminate undesirable oscillations across discontinuities. Validation of the model is carried out by comparing the results of the simulations with several experimental test cases of wave breaking and run-up and the analytical solution to linear short waves in deep water. Promising performance of the model has been observed.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Coastal Engineering - Volume 94, December 2014, Pages 1–9
نویسندگان
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