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                    be more effective except the maximum dynamic pressure at T2 and T-shape baffle having a
                    height hB / h ≥ 0.8 would be very effective in reducing the dynamic pressure. Also seen is the
                    fact that the maximum pressure at T2 installed at the still liquid surface, is less than that of the
                    vertical baffle case due to the shallow water effect.

                    The effect of the vertical baffle is most pronounced in shallow water. It is revealed that flow
                    over a vertical baffle produced a shear layer, and energy was dissipated by viscous action. On
                    the other hand, the T-shape baffle is more effective in introducing the shallow water effects for
                    deep water case which dissipated energy by forming a hydraulic jump and a breaking wave.

                    References:

                    Armenio, V., Rocca, M.L., 1996. On The Analysis of Sloshing of Water in Rectangular
                             Containers: Numerical Study and Experimental Validation, Ocean Engineering, 23(8),
                             pp. 705-739.

                    Akyildiz, H., Unal, E.N., 2005. Experimental investigation of pressure distribution on a
                             rectangular tank due to the liquid sloshing, Ocean Engineering, 32, pp. 1503-1516.

                    Akyildiz, H., Unal, E.N., 2006. Sloshing in a three dimensional rectangular tank: Numerical
                             simulation and experimental validation, Ocean Engineering, 33(16), pp. 2135-2149.

                    Celebi, M.S., Akyildiz, H., 2002. Nonlinear Modelling of Liquid Sloshing in a Moving
                             Rectangular Tank, Ocean Engineering, 29(12), pp. 1527-1553.

                    Chen, Y.G., Djidjeli, K., Price, W.G., 2009. Numerical simulation of liquid sloshing phenomena
                             in partially filled containers, Computers & Fluids, 38, pp. 830– 842.

                    Cho, J.R., Lee, H.W., 2004. Numerical study on liquid sloshing in baffled tank by nonlinear
                             finite element method, Computer Methods in Applied Mechanics and Engineering,
                             193(23–26), pp. 2581–2598.

                    Cho, J.R., Lee, H.W., Ha, S.Y., 2005. Finite element analysis of resonant sloshing response in a
                             2D baffled tank, Journal of Sound and Vibration, 228 (4–5), pp. 829–845.

                    Eswaran, M., Saha, U.K., Maity, D., 2009. Effect of baffles on a partially filled cubic
                             tank:Numerical simulation and experimental validation, Computers and Structures, 87,
                             pp. 198– 205.

                    Faltinsen, O.M., Timokha, A.N., 2009. Sloshing. Cambridge University Press, New York.

                    Faltinsen, O.M., Timokha, A.N., 2001. An adaptive Multimodal Approach to Nonlinear
                             Sloshing in a Rectangular Tank, Journal of Fluid Mechanics, 432, pp. 167-200.

                    Ibrahim, R.A., 2005. Liquid Sloshing Dynamics: Theory and Applications. Cambridge
                             University Press, New York.

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