Environmental Engineering Reference
In-Depth Information
Fig. 2.40 The oblique re
fl
ection of shock waves on rigid surfaces/walls [ 21 ]
s
2
D 2 ¼
½
ð
k 1
Þ P 1 þ P 0
ð 2 : 98 Þ
q 0 k
ð
1
Þ P 1 þ k
ð
1
Þ P 0
The density of re
fl
ection shock wave fronts is Eq. 2.99 .
q 2
q 1 ¼
kP 1
ð
2
:
99
Þ
ð
k
Þ P 1 þ P 0
1
The above equations apply when P 1
40. Otherwise, the ionization of air must
P 0 \
be considered.
(2) Oblique re
fl
ection of air shock waves
The oblique re
fl
ection of shock waves occurs when the incident air shock waves
have an angle
˕ 1 with the surface of a barrier. The angle
˕ 2 between the re
fl
ected
waves and the surface of barrier may not be equal to
˕ 1 . D 1 and D 2 are the
transportation velocities of
incident waves and re
fl
ected waves. Because of
re
fl
ection, the velocity component vertical to the surface equals zero (Fig. 2.40 ).
In Fig. 2.40 , point O moves toward the right with rate
D 1
sin u 1 on the barrier surface.
D 1
sin u 1
Moving coordinates with rate
to the left are used for study and recognition of
oblique re
ection shock waves are
immobile wave fronts; while the still air moves toward the right with rate q 0 ¼
fl
ection. Thus, the incident shock waves and re
fl
D 1
sin u 1
(Fig. 2.41 ).
In Fig. 2.41 ,
refers the zone in
with incident shock waves passing through and reflected shock waves not reaching;
O
represents the zone of not being bothered;
I
Search WWH ::




Custom Search