Guidance Law Design for a Class of Dual-Spin Mortars

Table 2

Wind distribution.

Height (m)	Velocity (m/s)	Direction (°)
0	3.3	221
100	3.3	224
200	3.1	235
300	3.2	229
400	3.3	223
500	3.5	217
600	3.7	217
700	3.9	223
800	4.2	228
900	4.5	234
1000	4.9	237
1100	5.3	240
1200	5.6	243
1300	6.3	238
1400	6.9	232
1500	7.6	227
1600	8.3	228
1700	9.1	230
1800	9.9	232
1900	10.4	232
2000	10.8	231
2100	11.3	230
2200	11.4	231
2300	11.4	232
2400	11.4	232
2500	11.3	232
2600	11.3	230
2700	11.2	229
2800	11.2	227
2900	11.2	229
3000	11.3	231
3100	11.4	232
3200	11.6	232
3300	11.9	232
3400	12.2	231
3500	12.1	231
3600	11.5	233
3700	10.8	234
3800	10.1	235
3900	10.2	234
4000	10.3	233
4100	10.4	232
4200	10.4	231
4300	10.4	230
4400	10.4	230
4500	10.4	229
4600	10.4	230
4700	10.4	230
4800	10.5	231
4900	10.8	234
5000	11.2	238