کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
816021 | 1469253 | 2016 | 9 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Experimental and numerical simulation of scour at bridge abutment provided with different arrangements of collars
ترجمه فارسی عنوان
شبیه سازی تجربی و عددی شستشو در آستانه پل ارائه شده با روش های مختلف یقه
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کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه
سایر رشته های مهندسی
مهندسی (عمومی)
چکیده انگلیسی
In this paper, the effects of different widths and lengths of collar around bridge abutment on local scour depth are studied numerically and experimentally. Numerical simulation of scour hole evolution at bridge abutment is more convenient than the experimental modeling, because the computational cost and time have significantly decreased. The numerical model solves 3-D Navier-Stokes equations and bed load conservation equation. The k-ε turbulence model is used to solve the Reynolds-stress term. The simulated results are verified using the laboratory experiments. In addition, the multiple linear regressions are applied to correlate the maximum local scour depth with the other independent parameters. It was found that the relative length of collar 0.73 around bridge abutment reduces the maximum scour depth by 69% compared to no-collar case. Moreover, the results of 3-D numerical model and regression models agree well with the experimental data.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Alexandria Engineering Journal - Volume 55, Issue 2, June 2016, Pages 1455-1463
Journal: Alexandria Engineering Journal - Volume 55, Issue 2, June 2016, Pages 1455-1463
نویسندگان
T. Hemdan Nasr-Allah, Yasser Abdallah Mohamed Moussa, G. Mohamed Abdel-Aal, A. Shawky Awad,