RECENT DEVELOPMENT IN COMPUTATIONAL SCIENCE

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ISCS 2011 Selected Papers Vol.2 Self-siphon simulation using molecular dynamics method and then from Figure 6 it can seen that, especially from Figure 6 (e) that the flow can occur when 0. 5N 1 + 1 − N3 > 0, N5 = 4 . (14) Current results [18] show other condition than it is suggested by Equation (14) for the flow to occur. Using Equation (14) into Equation (13) gives about yinlet < yw − 3w , (15) which is the condition that the self-siphon can flow the water. A critical height than can be defined from Equation (15) as y = yw − 3w . (16) critical Figure 4. Position of water element for configuration of (N5, N3, N1) = (4, 1, 4): r - t with symbols □ and ○ indicate x and y, respectively (left) and y - x (right). Figure 5. Velocity of water element (in m/s) for configuration of (N5, N3, N1) = (4, 1, 4): v – t with symbols □ and ○ indicate vx and vy, respectively (left) and (b) vy - vx (right). Equation (16) is a requirement for the self-siphon to be able to flow the water. Height of inlet measured from water surface must be lower than this value. 13
ISCS 2011 Selected Papers Vol.2 S. VIRIDI, SUPRIJADI, S. N. KHOTIMAH, NOVITRIAN, F. MASTERIKA (a) (b) (c) (d) (e) Figure 6. Variation parameter of N3 and N1 for different value of N5: (a) 0, (b) 1, (c) 2, (d) 3, and (e) 4. The symbols □ and ● indicate no flow and flow occurs, respectively, as predicted by MD simulations. 14
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