مشخصات پژوهش

خانه /Scour pattern around a pier ...
عنوان
Scour pattern around a pier in a 180° sharp bend: influence of pier shape under unsteady currents
نوع پژوهش مقالات در نشریات
کلیدواژه‌ها
pier shape; peak flow; local scour; flood duration; unsteady flow
چکیده
The effect of unsteady currents on scour at piers was investigated. The tests were run for nine pier shapes, three installation positions along a 180° bend, four flood durations, and four ratios of rising limb to flood duration for the 100-minute flood durations. Overall, including seven tests performed in the bend without piers, 196 tests were performed. The flow rapidity ranged from the movement threshold to live bed situations. The results indicated that the deepest scour-hole in front of the piers with different shapes was a function of flood duration and the ratio of ascending branch to descending branch had little effect on the final maximum scour-hole depth around the pier. The scour-hole volume is affected by the nose and the cross-sectional shape of the pier. For the rectangular pier, the scour-hole volume is greater than that of the other piers. The average shape coefficient was calculated.
پژوهشگران صولتی سامان (نفر اول)، محمد واقفی (نفر دوم)، گودرز احمدی (نفر سوم)