Wind Tunnel Analysis of the Aerodynamic Loads on Rolling Stock over Railway Embankments: The Effect of Shelter Windbreaks

Table 1

Nondimensional coordinates regarding each pressure tap installed on the model surface. The reference axes are shown in Figures 1 and 4.

Pressure tap
1	0.00	0.50	0.50
2	−0.06	0.50	0.48
3	−0.12	0.49	0.46
4	−0.18	0.47	0.44
5	−0.23	0.45	0.42
6	−0.28	0.40	0.40
7	−0.31	0.35	0.37
8	−0.33	0.28	0.35
9	−0.35	0.22	0.33
10	−0.35	0.16	0.31
11	−0.35	0.10	0.29
12	−0.36	0.04	0.27
13	−0.36	−0.02	0.25
14	−0.36	−0.08	0.23
15	−0.36	−0.14	0.21
16	−0.36	−0.21	0.19
17	−0.35	−0.27	0.16
18	−0.34	−0.33	0.14
19	−0.31	−0.39	0.12
20	−0.29	−0.45	0.10
21	−0.24	−0.48	0.08
22	−0.19	−0.49	0.06
23	−0.13	−0.49	0.04
24	−0.06	−0.50	0.02
25	0.00	−0.50	0.00
26	0.06	−0.50	0.98
27	0.13	−0.49	0.96
28	0.19	−0.49	0.94
29	0.24	−0.48	0.92
30	0.29	−0.45	0.90
31	0.31	−0.39	0.88
32	0.34	−0.33	0.86
33	0.35	−0.27	0.84
34	0.36	−0.21	0.81
35	0.36	−0.14	0.79
36	0.36	−0.08	0.77
37	0.36	−0.02	0.75
38	0.36	0.04	0.73
39	0.35	0.10	0.71
40	0.35	0.16	0.69
41	0.35	0.22	0.67
42	0.33	0.28	0.65
43	0.31	0.35	0.63
44	0.28	0.40	0.60
45	0.23	0.45	0.58
46	0.18	0.47	0.56
47	0.12	0.49	0.54
48	0.06	0.50	0.52