Scour around bridge piers is local phenomenon may cause complete failure for the
hydraulic structure. This study explored experimentally using splitter plates at specific angles
installed upstream single circular bridge pier to improve the nearby flow field and minimize the local
scour. Ninety runs were carried out considering 9 splitter models. Four splitter lengths and 3 vertex
angles were used. The splitter lengths were between 0 and 1.5 times of pier diameter, each was tested
for 3 vertex angles ranged between 0 and 30. The tests were done under 9 different hydraulic conditions
including 3 discharges of 75, 100, and 125 l/s and 3 tailwater depths of 12.5, 15, and 17.5 cm.
The turbulent flow conditions were investigated by plotting velocity profiles at different sections.
The bed configurations under clear water conditions were presented. The results of pier without
splitter were used as reference. The study outcome that the local scour depth was decreased by
the increase of splitter length and vertex angle. The near-bed flow velocity and the corresponding
Froude No. downstream of the pier was minimized for 1.5D splitter length at 30 vertex angle
and the minimum scour geometry was located. The effectiveness of splitters were remarkable by
the decrease of flow discharge and increase of tailwater depth provided that the discontinuity of
scour hole length in case of multi-circular piers. Regression analysis was employed to develop
empirical formula for the estimation of maximum scour depth around circular pier with splitter. |
