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In order <strong>to</strong> update the boundary conditions, the<br />

first and the last segments are considered as<br />

two volumes (Xue and Yuzri, 2005).<br />

The equation used <strong>to</strong> calculate the mass flow rate<br />

passing through the orifice is used, which is:<br />

M� � C � C � A � P<br />

d<br />

m<br />

w<strong>here</strong> the mass flow parameter is as shown below<br />

in equation (4).<br />

C<br />

m<br />

�<br />

d<br />

2�<br />

R<br />

���1� M d is the mass flow rate passing the orifice<br />

while Cd is the discharge coefficient. A is the ori‐<br />

fice cross‐sectional area, Pu is the upstream stag‐<br />

nation pressure (absolute), Tu is the upstream<br />

stagnation temperature (absolute), γ is the spe‐<br />

cific heat ratio and Pvc is the static pressure at the<br />

vena contracta or throat.<br />

�<br />

Equation 4 is only valid when<br />

Otherwise the flow is considered <strong>to</strong> be choked and<br />

Cm will be constant at a value of 0.0405. Note that<br />

the ratio of specific heats g for air is 1.4.<br />

EXPERIMENT AND SIMULATION<br />

u<br />

��<br />

P<br />

�<br />

�<br />

�<br />

��<br />

� P<br />

vc<br />

u<br />

T<br />

The transmission line diameter is first calibrated<br />

by experiment <strong>to</strong> determine the influence of the<br />

system pressure on<strong>to</strong> changes in its radial dimen‐<br />

sion. Highly incompressible liquid (water) is in‐<br />

jected in<strong>to</strong> a polyurethane transmission line<br />

which is blocked at one end. Different pressures<br />

are then applied <strong>to</strong> the other end. By recording<br />

changes in the liquid height, the transmission line<br />

u<br />

�<br />

�<br />

�<br />

�<br />

2 �<br />

� P<br />

� �<br />

�<br />

� P<br />

��1� (3)<br />

(4)<br />

<strong>MIMET</strong> Technical Bulletin Volume 1 (2) 2010<br />

P<br />

vc<br />

vc<br />

u<br />

P<br />

s<br />

�<br />

�<br />

�<br />

�<br />

� �<br />

� 0 . 528<br />

�<br />

�<br />

��<br />

diameter changes can then be determined. Ex‐<br />

periment results are listed in Table 1.<br />

Pressure [bar] Liquid Height [mm]<br />

Table 1: Transmission Line Diameter Calibrations<br />

It is assumed that the high pressure applied only ex‐<br />

pands the transmission line along the radial direction<br />

and do not influence the dimension along the axial<br />

direction. The initial volume occupied by the water is<br />

1.<br />

88<br />

�10<br />

m 3 . Based on the assumption above,<br />

the relationship between the applied pressure and<br />

the internal diameter of the transmission line is as<br />

shown in Figure 2.<br />

0 95.82<br />

1 94.46<br />

2 93.72<br />

3 92.32<br />

4 91.59<br />

5 90.85<br />

6 89.27<br />

7 88.37<br />

�6<br />

| MARINE FRONTIER @ <strong>UniKL</strong><br />

108

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