were quite distorted and non-ideal in character, as shown {n Figure 2.2.

All of these

gage stations were located near the edge of the water, except for the measurement on
Shot 6 which was preceded by some 600 feet of blast travel over an island surface; the
latter record showed only a slightly rounded wave form with a peak dynamic pressure

in good agreement with that value computed from the measured overpressure. For those
dynaric pressures measured near the edge of the water, it was assumed that the blast

wave picked up water droplets which contributed to the disturbed appearance of the wave
form and that water is not an ideal surface.
The primary objective in taking dymamic-pressure measurements was 2 study of the

pressure-time records to check the theoretical relation between dynamic pressure and
TABLE 2.3 COMPARISON OF MEASURED AND CALCULATED VALUES
OF DYNAMIC PRESSURE
—"

,

Type of Gage

pat

pat

pai

6

S/R* Pitot static

im

168.0

138.0

0.83

6

S/R® Pitot statlo

32.8

19.6

23.5

1.20

4
é

B/R®° Pitot static
Diff pree q

Drag q

4.3
23.2

23.3

11.7
10.7

11.7
138.0t

1.00
1.21

6
6

8/R* Pitot static

Pitot statio

22.4

10.2

10.4

1.00

4
@
6

8/R* Pitot statio
S8/R* Pitot static
3/R°* Pitot statio

20.0
19.0
16.8

8.17
78
6.08

9.20
8.8
8.6

1.138
1.37
0.92

4

Of pres q

14.46

4.3

7.0t

1.83

4

Drag q

148

43

7St

1.74

3
3

3/R* Pitot static
U/R* Pitot static

1.31
046

1.1
0.77

0.84
1.67

5

3
3

S/R* Pitot static
S/R* Pitot static

Caloaetns

10.7

21.0

8.8

7.62
443

3.20
3.28

0.34
0.25

sonmred

Ratio of
Measured q
to Calculated q

Sho:

L3.3t
8.5

0.47
0.60

1.24

0.96

1.38
2.00

“S/R refers to salf~recording mechanica) gages of Project 1.2b (BRL). Al) other
gages are electronic gages employed by Project 1.3 (BC).
t Maximum value of q which fs indicated here ocourred at a later time than maximum value of Ap.

overpressure.

From a somewhat-limited quantity of data, it was found that the relation

did not hold where the path of the blast wave approaching the gage station was over a

water surface. Table 2.2 shows a comparison of measured and calculated values of dynamic pressure.
2.3.8 Dynamic Pressure ag a Damage Parameter. Jeeps were used as representative
models to investigate further the role of dynamic pressure as the damage parameter to
consider for drag-sensitive targets. Participation was planned for two shots, one of
which was cancelled; actual participation was accomplished on Shots 3 and 6. The low
yield of Shot 3 gave low dynamic pressures and consequent light damageto vehicles.
Satisfactory damage—-light to severe -—was attained on Shct 6.
The limited data obtained were not conclusive enough to permit an evaluation of dynamic pressure as a damage parameter to be applied to the jeep as a drag-~-sensitive
target. The response of such a target depends on the loading, which is a function of both
dynamic pressure and duration. The results obtained did not allow a separation of the

effect of the one damage parameter from that of the other.

Furthermore, it was not possible to determine specific levels of dynamic pressure
for different degrees of damage. Consequently, it was difficult to justify the cube-roct

25

Select target paragraph3