Environmental Engineering Reference
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s
1
q 0
1
q 1
# 1 # 0 ¼
ð
P 1 P 0
Þ
s
1
q 1
1
q 2
# 2 # 1 ¼
ð
P 2 P 1
Þ
ection waves are opposite from the incident ones, the
incident waves are positive, the re
Because the direction of re
fl
fl
ection waves are negative, and
# 1 ¼ # 2 ¼
0, so
1
q 0
1
q 1
1
q 1
1
q 2
ð
P 1 P 0
Þ
¼ P 2 P 1
ð
Þ
or
¼ P 2 P 1
P 1 P 0
q 0
q 0
q 1
q 1
q 2
1
ð
Þ
1
ð
2
:
95
Þ
The adiabatic function of shock waves is below.
P 1
P 2
k þ 1
k þ 1
k 1
P 0 þ
1
k 1
P 1 þ
1
q 1
q 0 ¼
q 2
q 1 ¼
;
P 1
P 0
P 2
P 1
k þ 1
k þ 1
k 1 þ
k 1 þ
Substitute the adiabatic function into Eq. 2.95
2
2 P 1 P 0
ð
Þ
q 1 k
½
ð
1
Þ P 1 þ k þ
ð
1
Þ P 0
2
2 P 2 P 1
ð
Þ
¼
q 1 k þ
½
ð
Þ P 2 þ k
ð
Þ P 1
1
1
2
1
¼ #
The super pressure of incident waves is
D P 1 ¼ P 1 P 0
And the super pressure of re
fl
ection waves is
D P 2 ¼ P 2 P 0
The above equation is changed to
2
D P 2
ð
D P 2 D P 1
Þ
2kP 0 ¼
ð
k
1
Þ D P 1 þ
ð
k þ
1
Þ D P 2 þ k þ
ð
1
Þ P 2 þ k
ð
1
Þ D P 1 þ
2kP 0
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