Research Article
Numerical Study of Rectangular Tank with Sloshing Fluid and Simulation of the Model Using a Machine Learning Method
Table 2
The results are based on the parameters of fluid position in the tank, tank displacement, fluid mass, and displacement amplitude value.
| | | | | | |
| | 1 | -0.65 | -2 | 0.5 | 0.01 | -14.7605 | | 2 | -0.65 | -2 | 0.5 | 0.265 | 26.85581 | | 3 | -0.65 | -2 | 0.5 | 0.52 | 41.87461 | | 4 | -0.65 | -2 | 1 | 0.01 | -15.9446 | | 5 | -0.65 | -2 | 1 | 0.265 | 21.62331 | | 6 | -0.65 | -2 | 1 | 0.52 | -35.3931 | | 7 | -0.65 | -2 | 1.5 | 0.01 | -17.0971 | | 8 | -0.65 | -2 | 1.5 | 0.265 | -26.9193 | | 9 | -0.65 | -2 | 1.5 | 0.52 | -42.1581 | | 10 | -0.65 | 0 | 0.5 | 0.01 | -13 | | 11 | -0.65 | 0 | 0.5 | 0.265 | 23.12539 | | 12 | -0.65 | 0 | 0.5 | 0.52 | 38.14419 | | 13 | -0.65 | 0 | 1 | 0.01 | -13 | | 14 | -0.65 | 0 | 1 | 0.265 | 24.1526 | | 15 | -0.65 | 0 | 1 | 0.52 | 37.1154 | | 16 | -0.65 | 0 | 1.5 | 0.01 | -13 | | 17 | -0.65 | 0 | 1.5 | 0.265 | 20.11228 | | 18 | -0.65 | 0 | 1.5 | 0.52 | 32.2393 | | 19 | -0.65 | 2 | 0.5 | 0.01 | 11.87263 | | 20 | -0.65 | 2 | 0.5 | 0.265 | 19.39498 | | 21 | -0.65 | 2 | 0.5 | 0.52 | 34.41378 | | 22 | -0.65 | 2 | 1 | 0.01 | 13.7191 | | 23 | -0.65 | 2 | 1 | 0.265 | 26.68189 | | 24 | -0.65 | 2 | 1 | 0.52 | 39.64469 | | 25 | -0.65 | 2 | 1.5 | 0.01 | 15.53242 | | 26 | -0.65 | 2 | 1.5 | 0.265 | 27.65944 | | 27 | -0.65 | 2 | 1.5 | 0.52 | 39.78645 | | 28 | 0 | -2 | 0.5 | 0.01 | -5.83135 | | 29 | 0 | -2 | 0.5 | 0.265 | 19.33819 | | 30 | 0 | -2 | 0.5 | 0.52 | 34.35699 | | 31 | 0 | -2 | 1 | 0.01 | -8.41395 | | 32 | 0 | -2 | 1 | 0.265 | -23.5699 | | 33 | 0 | -2 | 1 | 0.52 | -38.7781 | | 34 | 0 | -2 | 1.5 | 0.01 | -10.998 | | 35 | 0 | -2 | 1.5 | 0.265 | -26.2368 | | 36 | 0 | -2 | 1.5 | 0.52 | -41.4756 | | 37 | 0 | 0 | 0.5 | 0.01 | -0.5928 | | 38 | 0 | 0 | 0.5 | 0.265 | -15.7092 | | 39 | 0 | 0 | 0.5 | 0.52 | -30.8256 | | 40 | 0 | 0 | 1 | 0.01 | -0.5964 | | 41 | 0 | 0 | 1 | 0.265 | -15.8046 | | 42 | 0 | 0 | 1 | 0.52 | -31.0128 | | 43 | 0 | 0 | 1.5 | 0.01 | -0.5976 | | 44 | 0 | 0 | 1.5 | 0.265 | -15.8364 | | 45 | 0 | 0 | 1.5 | 0.52 | -31.0752 | | 46 | 0 | 2 | 0.5 | 0.01 | 5.831351 | | 47 | 0 | 2 | 0.5 | 0.265 | -13.4965 | | 48 | 0 | 2 | 0.5 | 0.52 | -28.6129 | | 49 | 0 | 2 | 1 | 0.01 | 8.413948 | | 50 | 0 | 2 | 1 | 0.265 | 16.00043 | | 51 | 0 | 2 | 1 | 0.52 | 28.96322 | | 52 | 0 | 2 | 1.5 | 0.01 | 10.40714 | | 53 | 0 | 2 | 1.5 | 0.265 | 20.14974 | | 54 | 0 | 2 | 1.5 | 0.52 | 32.27676 | | 55 | 0.65 | -2 | 0.5 | 0.01 | -12.4766 | | 56 | 0.65 | -2 | 0.5 | 0.265 | -27.593 | | 57 | 0.65 | -2 | 0.5 | 0.52 | -42.7094 | | 58 | 0.65 | -2 | 1 | 0.01 | -13.8647 | | 59 | 0.65 | -2 | 1 | 0.265 | -26.9549 | | 60 | 0.65 | -2 | 1 | 0.52 | -42.1631 | | 61 | 0.65 | -2 | 1.5 | 0.01 | -15.1063 | | 62 | 0.65 | -2 | 1.5 | 0.265 | -25.5543 | | 63 | 0.65 | -2 | 1.5 | 0.52 | -40.7931 | | 64 | 0.65 | 0 | 0.5 | 0.01 | 13 | | 65 | 0.65 | 0 | 0.5 | 0.265 | -25.3802 | | 66 | 0.65 | 0 | 0.5 | 0.52 | -40.4966 | | 67 | 0.65 | 0 | 1 | 0.01 | 13 | | 68 | 0.65 | 0 | 1 | 0.265 | -19.1896 | | 69 | 0.65 | 0 | 1 | 0.52 | -34.3978 | | 70 | 0.65 | 0 | 1.5 | 0.01 | 13 | | 71 | 0.65 | 0 | 1.5 | 0.265 | -15.1539 | | 72 | 0.65 | 0 | 1.5 | 0.52 | -30.3927 | | 73 | 0.65 | 2 | 0.5 | 0.01 | 14.76049 | | 74 | 0.65 | 2 | 0.5 | 0.265 | -23.1675 | | 75 | 0.65 | 2 | 0.5 | 0.52 | -38.2839 | | 76 | 0.65 | 2 | 1 | 0.01 | 15.94465 | | 77 | 0.65 | 2 | 1 | 0.265 | 15.94465 | | 78 | 0.65 | 2 | 1 | 0.52 | -26.6325 | | 79 | 0.65 | 2 | 1.5 | 0.01 | 17.09708 | | 80 | 0.65 | 2 | 1.5 | 0.265 | 17.09708 | | 81 | 0.65 | 2 | 1.5 | 0.52 | 24.76706 |
|
|
