Abstract:
The study of shear flow past square and circular cylinders is investigated by two-dimensional (2-D) numerical simulations. The unsteady flow separation leading to vortex shedding from
cylinders surface is studied using topological aspects based structural bifurcation analysis.
A fourth order accurate in space and second order accurate in time higher order compact (HOC) finite difference scheme is used to solve unsteady, incompressible Navier-Stokes (NS) equations in uniform Cartesian coordinates. The vortex shedding phenomenon and wake
development are studied by vorticity contours and streakline patterns, lift and drag coefficients, phase diagrams, etc. This study provides the insight into structural bifurcation caused by unsteady flow separation from cylinder surface and consolidates previous related observations,
often unaccounted for, found in the published literature. All the flow characteristics including the von-K´arm´an vortex street are accurately captured. For flow past single square cylinder, the Reynolds number(Re) ranging from 100 to 500 and shear parameter values (K), ranges from 0.0 to 0.4 are considered. It is observed that
vortex shedding and wake development behind the square cylinder significantly depend on Re and K. It is also observed that vortex shedding completely suppressed for a critical K
value for particular Reynolds number. The exact location and time of occurrence of structural bifurcation points from the surface of square cylinder are extensively studied using topological aspects based structural bifurcation analysis. Further, the flow characteristics
are verified by describing the existence of saddle points. The computations for shear flow past two and three square cylinders in various arrangements are carried out for Re = 100, 200
and K = 0.0 to 0.4 to study the interference of vortex shedding in between and behind the square cylinders. For the case of two square cylinders, the gap ratio (s/d where s is the gap between cylinders, d is the length of cylinder side) ranges from 0.5 to 3.0. The vertical
gap(s) between downstream cylinders for shear flow past three square cylinders in vee shape arrangement is considered from 0.6 to 3.0 with fixed horizontal gap 2d, between the upstream and downstream cylinders. We have shown that the values of s/d and K significantly affect the location and time of appearance of bifurcation points. A details study on fully developed flows are carried out in terms of streaklines, vorticity contours, lift and drag coefficients, phase diagrams, centerline velocity fluctuations, etc., for two identical square
cylinders in series arrangement and side-by-side arrangement, and three identical cylinders in vee shape arrangement. A comprehensive study of the exact location and time of occurrence
of structural bifurcation points is carried out using structural bifurcation analysis for above mentioned two-cylinder and three cylinder cases. The existence of saddle points is also studied for these flow problems. Many new flow phenomena are observed for these cases for the first time. Finally, the computations and structural bifurcation analysis are extended to shear flow past circular cylinder at Re = 100, 200 and K = 0.0 to 0.2. In this case, the governing equations are considered in cylindrical polar coordinates and HOC scheme
is used accordingly for discretization. The flow phenomenon for fully developed flow is visualized in terms of vorticity contours, streakline patterns, lift and drag coefficients, phase
diagrams, etc. We conclude that frequency of the vortex shedding is inversely proportional to the shear rate. Finally, we study the exact location and time of occurrence of structural
bifurcation points, for initial stages of flow, as well as fully developed flow, for all K values mentioned above, using structural bifurcation analysis. Through this study many new things
are observed, for the first time, for this type of flow. Overall, this study offers some notable contributions to this field and opens the new direction of future study.