variables="X_bottom","Y_bottom" # # Notes: This data is for all test cases (A, B and C) and corresponds to the bottom wall postion in the test section. # # Ramp Geometry: Y(X) = a1 + a2*X^3 + a3*X^4 + a4*X^5 [m] # Ramp length: L1 = 0.9 [m] # Ramp height: H1 = 0.2 [m] # Parameters: a1 = (H1 + 0.152), a2 = -10H1/L1^3, a3 = 15H1/L1^4, a4 = -6H1/L1^5 # Domain: [0 < X < 0.9] [m] # # Definition of variables and [units]: # The global, tunnel, coordinate system (X,Y,Z) is used to represent the physical geometry. # X = x-location in global coordinates, pointing downstream, [m] # Y = y-location in global coordinates, pointing up, [m] # Z = z-location in global coordinates, pointing right (when facing downstream), [m] # Note: (X,Y,Z)=(0,0,0) has its origin at the start of the ramp, and bottom and mid-span of the test section. # -1.4623 0.3524 0.0000 0.3524 0.0091 0.3524 0.0182 0.3524 0.0273 0.3523 0.0364 0.3523 0.0455 0.3522 0.0545 0.3520 0.0636 0.3518 0.0727 0.3515 0.0818 0.3511 0.0909 0.3506 0.1000 0.3501 0.1091 0.3495 0.1182 0.3487 0.1273 0.3479 0.1364 0.3469 0.1455 0.3459 0.1545 0.3447 0.1636 0.3434 0.1727 0.3420 0.1818 0.3405 0.1909 0.3389 0.2000 0.3371 0.2091 0.3352 0.2182 0.3333 0.2273 0.3312 0.2364 0.3289 0.2455 0.3266 0.2545 0.3242 0.2636 0.3216 0.2727 0.3190 0.2818 0.3162 0.2909 0.3134 0.3000 0.3104 0.3091 0.3074 0.3182 0.3043 0.3273 0.3011 0.3364 0.2978 0.3455 0.2944 0.3545 0.2910 0.3636 0.2875 0.3727 0.2840 0.3818 0.2804 0.3909 0.2767 0.4000 0.2731 0.4091 0.2694 0.4182 0.2656 0.4273 0.2619 0.4364 0.2581 0.4455 0.2543 0.4545 0.2505 0.4636 0.2467 0.4727 0.2429 0.4818 0.2392 0.4909 0.2354 0.5000 0.2317 0.5091 0.2281 0.5182 0.2244 0.5273 0.2208 0.5364 0.2173 0.5455 0.2138 0.5545 0.2104 0.5636 0.2070 0.5727 0.2037 0.5818 0.2005 0.5909 0.1974 0.6000 0.1944 0.6091 0.1914 0.6182 0.1886 0.6273 0.1858 0.6364 0.1832 0.6455 0.1806 0.6545 0.1782 0.6636 0.1759 0.6727 0.1736 0.6818 0.1715 0.6909 0.1696 0.7000 0.1677 0.7091 0.1659 0.7182 0.1643 0.7273 0.1628 0.7364 0.1614 0.7455 0.1601 0.7545 0.1589 0.7636 0.1579 0.7727 0.1569 0.7818 0.1561 0.7909 0.1553 0.8000 0.1547 0.8091 0.1542 0.8182 0.1537 0.8273 0.1533 0.8364 0.1530 0.8455 0.1528 0.8545 0.1526 0.8636 0.1525 0.8727 0.1525 0.8818 0.1524 0.8909 0.1524 0.9000 0.1524 1.2809 0.1524